monthly progress report may’2014 -...

NATIONAL HIGHWAYS AUTHORITY OF INDIA (Ministry of Road Transport and Highways) Project Implementation Unit, Moradabad

Independent Engineer The Louis Berger Group, Inc.

4 – Laning of Moradabad Bareilly Road Section of NH-24 from Km 148 to Km 262 in the state of Uttar Pradesh Under NHDP

Phase-III on DBFOT Basis

Monthly Progress Report May’2014

Concessionaire:

MORADABAD BAREILLY EXPRESSWAY LIMITED (MBEL)

Block –A In Campus Drive in 24 Hotel and Resto, Opposite Circuit House, Delhi Road

Moradabad-244001 (Uttar Pradesh)

IL&FS transportation Network Limited

May’2014

INDEX Section 1 : Project Background Section 2 : Project Brief

Project Scope Section 3 : Executive Summary Section 4 : Organisation Chart Section 5 : Project Status

- Progress of Work

- Construction Constraint

Section 6 : Design & Drawings Review

- Design Review

- Drawings Review

- Reviews of Mix Design

Section 7 : Planning and Progress

- Quality Control & Quality Assurance

- Construction Programme, Resource

Deployment, Monthly planned Quantities

- Safety & Traffic Management

- Maintenance of existing carriageways

- Road Closer Report

- Construction Progress Data

- Weather Report

- Achievement of Project Mile Stone

- Suspension of Works

- Change of Scope

Section 8 : Status of Clearances, Approvals & Hindrances

- Clearances & Approvals

- Utility Shifting

Section 9 : Finances Section 10 : Annexure (I to X)

May’2014

Section – 1

Project Background 1 Background

National Highways Authority of India (NHAI), under Ministry of Shipping, Road Transport & Highways (MOSRT&H), Government of India has embarked on the ambitious National Highways Development Project (NHDP) comprising phases including development of the Golden Quadrilateral connecting the four metros of the seven country as well as the North-South and East-West Highways. The Government of India has mandated the National Highways Authority of India (NHAI) to implement the National Highway Development Project (NHDP). The National Highway-24 (NH-24) connects the national capital, Delhi and bordering Historical city of Lucknow. Upgrading the existing two lane highway to four lanes between these two major cities is a major and an integral component of the Government of India’s NHDP. The project is to be executed under DBOT pattern under NHDP Phase-III.

2 Description of Project Road

The Project Highway is a section of the National Highway-24, starting from km post 148.000 and ending at km 262.000 on NH-24, in the states of Uttar Pradesh, India (hereinafter, referred to as the Project Highway), and making a total length of 121.800 km (Index Map Fig. 1.1). This existing segment is two lanes for last decade. Project road lies between 28°47’ N, 78°45’ E to 28°25’ N, 79°26’ E.

The Project Highway passes through three districts of Uttar Pradesh, viz. Moradabad, Rampur and Bareilly. There are major urban centers like Rampur, Milak, Mirganj, Fatehganj etc. and many semi-urban centers along the Project Highway. The Project Highway is joined and/ or intersected by some National Highways and a number of State Highways (SH), Major District Roads (MDR), and Other District Roads (ODR). The Project Highway is also crossed at seven locations by railway lines. This highway in its immediate influence area serves as the main arterial road on which small traffic streams merge at different locations of the Project Highway.

3 Widening Proposals

The existing alignment of the road is generally retained except realignment at sensitive receptor location or bypasses at very congested location. The project road is conceived as partially access controlled.

The typical widened cross-section would consist of the following salient features:

i) 4-lanes of 3.5 m width each

ii) 1.5 m wide paved shoulders

iii) 1.0 m wide earthen shoulders

iv) 4.5 m wide median in rural stretch and 1.2 wide median in urban stretches

May’2014

v) 7m service roads in Urban Section, except at Major Bridge and ROB locations.

vi) All ROB widened to 6-lane configuration.

4. Award of Concession

i) The Authority invited proposals by its Notice/ Request for Qualification dated 15-04-2009 (the “Request for Qualification” or “RFQ”) for short listing of bidders for construction, operation and maintenance of the above referred section of NH 24 on DBFOT basis and had short listed certain bidders including, inter alia, the IL&FS Transportation Networks Limited.

ii) The Authority had prescribed the technical and commercial terms and conditions, and invited bids (the “Request for Proposals” or “RFP”) from the bidders shortlisted pursuant to the RFQ for undertaking the Project.

iii) After evaluation of the bids received, the Authority had accepted the bid of the IL&FS Transportation Networks Limited and issued its Letter of Award No. NHAI/BOT/11019/17/2008/UP/47 dated 29-12-2009 (hereinafter called the “LOA”) to the selected bidder requiring, inter alia, the execution of this Concession Agreement within 45 (forty-five) days of the date of issue thereof.

iv) The selected bidder has since promoted and incorporated Moradabad – Bareilly Expressway Limited “the Concessionaire” as a limited liability company under the Companies Act 1956, and has requested the Authority to accept the Concessionaire as the entity which shall undertake and perform the obligations and exercise the rights of the selected under the LOA, including the obligation to enter into this Concession Agreement pursuant to the LOA for executing the Project.

v) By its letter dated 11-01-2010, the Concessionaire has also joined in the said request of the selected bidder to the Authority to accept it as the entity which shall undertake and perform the obligations and exercise the rights of the selected bidder including the obligation to enter into this Concession Agreement pursuant to the LOA. The Concessionaire has further represented to the effect that it has been promoted by the selected bidder for the purposes hereof.

vi) The Authority has agreed to the said request of the selected bidder and the Concessionaire, and has accordingly agreed to enter into this Concession Agreement with the Concessionaire for execution of the Project on DBFOT basis, subject to and on the terms and conditions of the Agreement signed on 19-02-2010.

vii) Concessionaire fulfilled all its obligations, Condition Precedents, & Applicable Permits within the stipulated time to achieve the financial close in accordance with Article 24 and requested the Authority to declared the “Appointed Date”

May’2014

viii) Authority Communicated the appointed date as 04-12-2010 through letter No: NHAI/BOT/11019/17/2008/UP/15575 dated 07-12-2010.

ix) Subsequent upon the receipt of Appointed Date Concessionaire started the work in accordance with Scope of Work Defined in Schedule B together with the provision of Project Facility as specified in Schedule – C and in conformity with Specifications and Standards set forth in Schedule – D, performing and fulfilling all its obligations in accordance with provisions of the Concession Agreement and matter incidental there to or necessary for performance of any or all of the obligations of the Concessionaire under Concession Agreement.

4. Project Stretch

For the Construction purpose the Project Highway is divided into three sections and Concessionaire has deployed the 3 separator construction contractors for 3 Sections.

Section – 1: Construction Contractor – M/s Ramky Infrastructure Limited

Stretch: From km 148.000 to km 190.000 and Major Structures (Major & Minor Bridges/VUP/ROB/GS with Piles) for entire stretch

Section – 2: Construction Contractor – M/s GR Infraprojects Limited

Stretch: From km 190.000 to km 236.500

Section – 3: Construction Contractor – M/s APCO Infratech Limited

Stretch: From km 236.500 to km 269.800

The section wise details with their base camp/sub camp locations has been indicated in the figure 1.2 & 1.3

4. Visits during the Month

CGM RO, Lucknow Visited at site on dated 05 may’2014

5. Important Meetings during the Month

FIGURE 1.1: I-NDEX MAP

Km 148+000

Km 269+900

FIGURE 1.2: Section Wise Details of Contractors

May’14

Section 2

Project Brief

Project : Moradabad - Bareilly Road Project. Client : National Highways Authority of India. Concessionaire : Moradabad – Bareilly Expressways Limited. Independent Consultant : M/s The Louis Berger Group, Inc. in

association with M/s Louis Berger Consulting Pvt. Ltd., India

Contractors : Development Contractor: ITNL Construction Contractor:

(i) Ramky Infrastructure Limited {Km 148.000 to Km 190.000 (42.0 Km)}

(ii) GR Infrastructure Company Limited {Km 190+000 to Km 236+500 (46.5 Km)}

(iii) APCO Infratech Limited {Km 236+500 to Km 269+800 (33.3Km)}

Design Consultants : Design & Development Unit, IL&FS

Transportation Networks Limited, Ahmedabad & other Structural Consultants.

Supervision Consultant : IL&FS Transportation Networks Limited Concession Agreement Date : February 19, 2010 Appointed Date : December 04, 2010 Concession Period : 25 years. Construction Period : As per Concession: 910 days Schedule Project Completion : June 01, 2013 (As per Concession Agreement) Date (SPCD) Anticipated Date of COD : June ’2014

May’14

Project Scope

Project Length : 121.800 Km.

Proposed Configuration : Majority Length 4-lane Divided Carriageway with 1.50 m Paved Shoulder & 1.5 m Earthen Shoulder on either side. One Typical cross section enclosed at Annexure - I

Pavement Type : Flexible Pavement along the Highway & Rigid Pavement at Toll Plazas

Service Road : 22 Kms (Both side)

ROB : 6 Nos.

Major Bridge : 8 Nos.

1. Gagan River – km 157.712 (4X30) 2. Ramganaga River – km 161.348 (13X50) 3. Rajhedha Nalla – km 168.474 (4X29.500) 4. Koshi River – km 180.740 (7X40+2X14) 5. Bhakhra River – km 222.973 (4X39) 6. Baigul River – km 226.400 (4X39) 7. Nakhatia River – 251.641 (3X24) 8. New Major Bridge – 178+250 (3X20)

(COS)

Minor Bridge : 09 Nos. + 3 no. Box type (Proposed for Millak Bypass) not in C.A

Bypasses & Realignments : Bypasses: (5 Nos.)

1. Moradabad Bypass: km 148 to km 166 (18 km) Existing 2-lane Bypass

2. Rampur Bypass: km 181.000 to km 189.857 (8.857 km) proposed 2 lane +Paved Shoulders)

3. Milak Bypass: km 206.850 to km 212.350 (5.50 km) New 4-lane Bypass

4. Fatehganj Bypass: km 230.950 to km 233.617 (2.567 km) New 4-lane bypass

5. Bareilly Bypass: km 237.100 to km 267.650 (30.550 km) New 4-lane Bypass

Realignments: (4 Nos.)

1. Km 197.500 to km 199.100 – 1.600 km 2. Km 222.100 to km 223.300 – 1.200 km 3. Km 225.650 to km 227.150 – 1.500 km 4. Km 234.400 to km 236.100 – 1.700 km

May’14

Slab/Pipe/Box Culverts : Total Nos. 165 Nos. (Revised Nos.)+ 5 no. Proposed Box Culvert in Millak Bypass (not in C.A)

Underpasses/Flyovers : Grade Separators: 2 Nos.

Vehicular Underpasses: 12

Non-vehicular Underpasses:23

At Grade Junction : 82 Nos.

Toll Plazas : 2 Nos. (km 172/250 & km 227/900)

Also operation, maintenance & collection of Toll from existing Toll Plazas (2 nos.) on Moradabad Bypass.

Truck Lay byes : 3 Nos. at Km-202+500, 193+000 & 225+800 (Both Side)

Bus Bays with Bus Shelters : 20 Nos.

Traffic Aid Post : At both Toll Plazas

Medical Aid post : At both Toll Plazas

Vehicular rescue posts : At both Toll Plazas

May’14

Section 3 Executive Summary

FOUR LANING OF MORADABAD – BAREILLY ROAD SECTION OF NH-24 FROM KM 148.000 TO KM 262.000 IN THE STATE OF UTTER PRADESH UNDER NHDP PHASE III ON DESIGN, BUILD,

FINANCE, OPERATE AND TRANSFER (DBFOT) BASIS.

Monthly Report Report for the year : 2014 Month : May ’14

Physical Progress: 85.80%

Date: 31/05/2014

Financial Progress: 105.54% Time elapsed: 140.00%

Item Highlights

Condition Precedent

Status of Condition Precedent of NHAI & Concessionaire is attached at Annexure –

II. Their is no update in status of Condition Precedent from last month. NHAI is yet

to signed the Appendix as per clause 10.3.1 of the Concession Agreement.

Work Front Available

The available length for 4-laning till the end of reporting month Section 1 – 41.920 km Section 2 – 43.570 km Section 3 – 32.357 km

Monthly status of Land Acquisition & Utility Shifting is available at Annexure – III

Availability of Work front is mainly affected due to acquisition of land.

Physical

Progress for

Road Works

Main carriageway

100.00 km. DBM four lane completed excluding 4 km. DBM Top in Rampur City.

DBM top 101.00 km completed in L/S Side and 100.500 completed in R/S side.

BC 72.00 km.Completed in L/S Side and 71.50 km. completed in R/S side

Service Road

33.800 km completed ; 5kms in progress; remaining could not be started due to

pending LA

The strip plan indicating the progress of road is attached at Annexure – IVA.

The Planned quantities for the next month along with executed quantities of major

items till date are given in Annexure-VA.

Highway Lighting

473 nos. out of 886 no. poles has been erected.

Toll Plaza Toll Plaza -01 : (Status of Civil works)

Admin building plinth beam work in progress. O&M building & laboratory building Brick work & internal plaster work in

progress. Panel room cable duct & flooring work in progress. DG pad work completed. Main building compound wall brick work in progress. Residential building ground floor flooring on progress

Toll Plaza -02 : (Status of Civil works)

Finishing Work in Final Stage.

Misc Work

May’14





Date: 31/05/2014


Item Highlights

68 km. Road Marking completed.

PGR (Guard Railing) is in progress at service road location.

ECB Post has been erected on project Highway

40 km.Avenue Plantation completed and remaining is in progress

Road Sinages (Like Toll plaza distance Board, Diversion sign, Village name

identification, Studs, Speed limit , Cantilever etc are installed at many location

and remaining is in progress)

Kerb painting, crash barrier , railing over Bridges is in progress.

Rehabilitation of Existing Bridges completed

Load Testing, Cross section, NDT etc as per schedule –I of CA are completed at

section -2 and progress in section-1 & Section-3 where BC are completed.

Status of procurement of Major Material till date is as below: S.N. Major

Material Unit Total

Requirement Procured

Up to This

Month

Consumption for the Month

Cumulative Consumption

Balance for the Project

1 Aggregate

40 MT 914435 5,19,646 12021 4,19,747 99,899 20 MT 908259 7,03,891 10890 5,50,913 1,52,978 10 MT 661733 6,22,274 9223 4,98,697 1,23,577

2 Cement MT 126982 1,04,321 592 1,00,015 4306 3 Steel MT 19584 19,255 35.01 18,692 562.99 4 Sand MT 124003 1,03,903 923 93,820 10,083 5 Bitumen MT 35415 26,214 623 24,608 1,606

6 PMB/ CRMB MT 14408 14,788 0 8,014 6774

Physical

Progress for

Structures

Major Bridges : (8nos.) - 7nos. completed and 6 nos. of Major Bridge commissioned for Traffic.

- 1 no. i.e Nakatiya Bridge is in progress (Superstructure). Right Side is in Final

Stage (all 3 Deck completed) and LHS is in progress for Deck Slab (1 Deck Slab

Completed).

- Approaches of Rajedha Bridges could not be constructed due to Grave yard on A-

1 side of Rajheda.

Minor Bridges/VUP/PUP (9/13/24) - 8 nos. commissioned for traffic. - 1 no. is in progress (Bareilly Bypass). - 20 PUPs have been completed, 2 no. PUP is in progress, 1no. yet to start (in Milak

bypass).

May’14





Date: 31/05/2014


Item Highlights

- 8nos.VUPs have been completed, 3 are in progress, 1nos could not be started due

to pending L.A in Dalpatpur.

Physical

Progress for

ROB

ROB /GS: - At km. 159+771: Opened for traffic - At km. 165+400: Opened for traffic. - At km. 189+100(Rampur Bypass): completed. - At km. 216+685: Opened for traffic. - At km 234+900 (Fetehganj realignment): Opened for traffic - At km 246+426 (Bareilly Bypass): Right Side completed and left Side

superstructure is in progress (4 Deck Completed). - At km 251: Work Stoped due to Villagers Agitation.

Culverts : - 109 Box culverts have been completed. - All 49 Pipe culverts have been completed - 5 no. Box Culvert are Proposed in Millak bypass (Not in C.A) yet to be start

(Approval Awaited) Parivartan

Interventions

Education Enhancement ERP kits distributed to selected schools after obtaining approval of DMs English level determination tests administered to students of 38 schools and ERP

schedule planned accordingly Based on the English level determination test results, revision of the English

basics with the students of Class 2 to 5 in progress ERP Workbooks of Class 1 distributed and implementation started as per plan Awareness program on ‘Safe Diwali’ conducted in schools before Diwali ‘Science Fortnight’ begun in schools since 28th Feb

Computer Bus Both buses launched in January’13 Digital Duniya program commenced in 9 schools in Moradabad-Rampur & in 11

schools at Bareilly. Work book distribution to students in progress. Session 9 to 10 of level 1 have complated in class 6th Session 16 to 18 of level 1 have complated in class 7th and 8th.

Education Enhancement – Key Activities

The trainers visited all the selected ERP schools to acquaint the principal and teachers about the program and for initial interaction with the students

Tests were developed to determine the level of English of the students in the selected ERP schools

A one-day refresher training was conducted for the coordinators and trainers to explain the level determination tests, discuss the revised implementation schedule of ERP and understand the challenges they face at the ground level

The Level Determination Tests were administered to the students of Classes 2 to 5

May’14





Date: 31/05/2014


Item Highlights

in the 38 ERP schools The results of the Level Determination Tests revealed that most of the students

(even those in Class 5) were at the Class 2 level of English Therefore revision of the content of the lower classes in progress to bring students

up to the desired level of English before implementing the program However in Class 1, the ERP workbooks have been distributed and

implementation started as per schedule Distribution of workbooks to Class 2 to begin from 6th March ‘Safe Diwali’ awareness program conducted in the schools in Nov before Diwali ‘Science Fortnight’ being conducted in schools wherein simple experiments are

being shown and students being encouraged to think about the Science in everyday

I Love my India (Activity about India awareness) has completed successfully in all 38 primary School in which 1909 students participated.

Key Activities of April 2014. - ERP trainers have completed lesson 9 of Word Play workbooks in Class 1 &

lesson 10 of Word Start workbooks in Class 2 - Lesson 4 of Word Wonders workbooks has completed in class 3,4 & 5. - In the Computer Bus Schools, Session 15 to 18 of Level 1 of Digital Duniya

have completed in Class 6 & session 21 to 22 of Level 1 of Digital Duniya have completed and lesson 23 has started in Class 7 & 8

- Computer training for youth at Chamraua is in progress and taught 27 youths in which 14 girls & 13 boys attend the classes regularly.

- Use computer bus library books in computer bus and in ERP schools.

Skill development Program : Skill Centre set up at Pilibhit Road, Bareilly 225 nos. Youth Registered 181 nos. of Youth complated the training 69 nos. of Youth placed. 15 no. youth receievd certificate by District Magistrate , Bareilly on 15 May’2013

English Relay Program : Implementation at 38 Primary Schools 1 English teacher servicing 1 school per day Science activities being continued in schools Standard 2 content being implemented as per plan 2616 students impacted Computer Education Program Implementation at 58 Secondary Schools via 2 Computer Buses in Bareilly and

Moradabad 20 schools being serviced in 1st phase

May’14





Date: 31/05/2014


Item Highlights

Science activities being continued on the Bus Workbooks distributed to Class 6, 7 and 8th Students 1682 students impacted Employment-linked Skills Program IL&FS Skills School at Bareilly active for Training Programs in Fitter 4 batches completed and 2 batches in progress Venue for Skills Centre selected at Moradabad 225 youth impacted Parivartan Community Awareness : Summer 2013 Summer Holidays at schools The need for Personal Hygiene in the region:

- Large sun exposure & humidity, requires frequent body -wash - Due to dense population & Low literacy levels, over all less personal

hygiene is observed amongst community The Activities:

- Identification of location for workshop… either Govt School or chaupal or Madresa

- Mobilization of children from 3-16 years by door-to door campaigning, irrespective of school or village

- Interaction with village adults for workshop Awareness - Conduction of workshop

The Outcomes: - Children will be aware of importance of hygiene for good health - Children will practice the steps for proper hand wash & teeth –brush.

Skill Training Community Center Inauguration: - SIG has been launched Skill Training Community Center in Agapur

Village ( Rampur District) Community Awareness program

- 1-18 General Health Check UPS have successfully done in primary schools of Rampur & Moradabad District.

- All Computer Bus & ERP Trainers mobilized the students of 10th & 12th Class of Computer classes in our Computer Buses.

- ERP trainers have completed lesson 4 of standard 1 workbooks in Class 1st & completed lesson 4 of Standards 2

Health Checkup Camp - Free Health Check-up organized by Parivarthan Team at Dalpatpur,

Moradabad in presence of District Magistrate of Moradabad. - Health Camp has been successfully organised at Shankarpur in

Rampur District on dated 12 fab’14 in which Doctor examined 330 patients and gave medicines according to their Health problem and referred the patient if necessary to government hospital.

May’14





Date: 31/05/2014


Item Highlights

Parivarthan community Awareness: Areas of

Concern /

Reasons of

Shortfall

Shifting of HT Transmission Lines Action taken: The HT line estimates are received for all revised 10no. Location

of which all are approved from NHAI. Work is in progress by Departments at 3 Locations ( one at Rampur Bypass and 2 at Bareilly Bypass)

Land Acquisition of Milak Bypass: Action taken:: Award pronounced for five villages and being pursued for

remaining 1 village. Earthwork, GSB and Subgrade is in progress at available work front of 2.800 mtr. Local protest are still active due to delay in payment by NHAI.

Transfer of 1.451 Ha of Defence land to NHAI in Fatehgang bypass of Barellly district. (affected length : approx. 200 metres)

Action taken : Four lane has been completed in Defense Land in anticipation of approval which is in process at MOD

Bareilly Bypass Out of 30 kms of Bareilly bypass, 29.400 kms has been handed over ( 600 mtr ) land yet to be acquired due to HT ,LT line and Bilay Dham

May’14

Section 4 Organisation Charts

1) Project Framework

NHAI has awarded the work to Concessionaire based on Standard Model Concession Agreement prepared by Planning Commission based on that the Broad Project Framework is as below:

The Concessionaire cannot initiate the proposal of deployment of Project Supervision Consultancy in light of non availability of work front and forced to take a view to have supervision from its own staff

CONCESSIONAIRE(M/s MBEL)

M/s G R M/s RAMKYINFRASTRUCTURE INFRAPROJECTS

M/s APCO INFRATECH

LTD

LENDERS

CLIENT(NHAI)

LTDLTDKm148to190 (42.0) Km190to236.5 (46.5) Km236.5 to269.8 (33.3)

PROJECTMANAGEMENT

SERVICES(M/s ITNL)

CONSTRUCTIONSUPERVISION

CONSULTANTS(ITNL)

CONSULTANCYAGREEMENT

CONSULTANCYAGREEMENT

DEVELOPMENTAGREEMENT

CONSTRUCTIONCONTRACT

LOANAGREEMENT

INDEPENDENTENGINEER (LBG)

CONCESSIONAGREEMENT

May’14

Section 5 Project Status

1) Progress of Work

a) Pre-Construction Activities

1. Survey Work

Detail survey has been completed for entire Project. Horizontal and Vertical

alignment have been designed based on feasibility drawings, considering

land plans as at many locations land plan is deferring with the alignment

given in feasibility drawings provided by NHAI.

Temporary Bench Marks have been established at every 250m interval and

has been reviewed by IE.

Survey work for identifying the encumbrances has been completed and list

has been provided to NHAI for necessary action.

Mobilisation

For the convenience of construction, the entire length has been divided into

three sections. Layout of 3 Sections and locations of base camp is depicted in

Figure 1.2.

Mobilizations by all three Contractors camps are fully operational. HMP,

WMM Plants and Batching Plants are fully operational.

Aggregates are being procured from Quarry Location Mullakheda, Lalkuan

and source from Uttarakhand. These aggregates are crushed from the river

born boulders. The Aggregate Source has been approved by IE.

Detail status for Mobilization of all major Plants by Contractor is enclosed at

Annexure-VIA.

All construction material has been procured either from approved sources or

the standard sources.

Concessionaire has taken up slope protection technique with different

material as per IRC 35 on approval of IE.

Field Laboratories

Laboratories with necessary equipments have been established at all sub

camps for routine testing. Regular testing of all material and mixes of WMM,

DBM, BM and Mix design of different grades of concrete is also completed/in

progress and is being supervised by the team of ITNL & IE. The list of

Laboratory tests conducted in the month is given in Annexure VII.

The quality assurance system has been established to ensure the effective

implementation indicated in the Quality Assurance Plan. Third party test for

conformance is also being carried out as and when need arises for various

critical material/mixes from Government approved Laboratories. Regular

calibration of all the equipments installed in laboratories is being ensured.

May’14

b) Construction Activity

From Appointed Date Concessionaire carried out the work for Scope of Work

specified in Schedule B, Project Facility specified in Schedule C in accordance

with specifications and standards specified in Schedule D. No comments were

received in stipulated time frame in accordance with Concession Agreement;

Concessionaire commenced the work strictly in accordance with Quality

Assurance System and expected standards in accordance with CA.

Road work activity is in progress in all sections wherever land free from

encumbrances is available. A Graphical representation of the road activities is

given in Annexure-IVA.

The Construction is taken up in accordance with the Project Specifications and

methodology adopted for the various processes and type of equipments/

machinery.

Safety of Road User and Construction workers are being ensured at site. ITNL

and all the 3 contractors has mobilised the dedicated teams to ensure the

compliances of safety requirements mentioned in the Safety Manuals and

Guidelines. All diversion of traffic to new carriageway is in accordance with

IRC SP 55 and the plan approved by IE. RR Signage’s places are as per IRC SP

55.

ITNL has deployed a dedicated qualified Safety In – charge to monitor and

implement the safety regulations and guidelines.

All The maintenance activities completed.

2. Construction constraint

Section 1: 41.920 km DBM Top four lanes completed and works is in progress

in available stretch.

Section2: 43.570 km. DBM top four lanes completed

Section 3: 32.357 km. DBM four lanes completed.

Utilities, encroachments within construction width are main constrains in

length remaining to be taken up. The shifting work of electrical lines are in

progress on depositing the supervision charges by NHAI, however NHAI has

to deposit the supervision charges but the shifting work can not be taken up as

the lines are to be shifted at the edge of ROW and land is yet to be acquired at

many locations. Also the large payments are pending towards the shifting of

utilities.

List of major hindrances noticed till date in the available work front is attached herewith at Annexure-XII

May’14

Section 6

Design & Drawings Review 1) Review of Detailed Designs

Detailed Design & Drawings for Highways, Major Bridges, Minor Bridges,

Vehicular Underpasses, Pedestrian Underpasses, culverts, drainage &

protection work were submitted by Concessionaire to Project Director, NHAI,

PIU, Moradabad during August & September’2010 after PD, NHAI was

declared as Independent Engineer till mobilisation of Independent Consultant.

On request of NHAI, designs were got proof checked from IIT Delhi for all

Major structures.

IE has reviewed the Designs & Drawings accordingly and final “Good for

Construction” drawings were submitted to IE for “concurred and reviewed”

after incorporating the Comments or responding the compliances.

Pavement Design Report has been examined by IE & Reviewed and

Concurred copy is received from IE.

2. Drawings Review

Concessionaire has submitted the drawings of Plan & Profile of entire stretch

and drawings has been reviewed and concurred by independent Engineer.

Drawings have been prepared keeping the same levels as defined in Plan

Profile Drawings prepared by Design Consultant of NHAI before bidding.

28 Typical Cross section has been concurred by IE.

Current Status of Review of Drawings is given in Annexure – VIII.

No work is delayed on account of review by IE so far.

All structures design temporary or permanent has been concurred according

to priority of construction provided to IE. We appreciate for the efforts of IE

for deploying additional staff beyond the stipulations in their Agreement for

early review of Designs and Drawings of Concessionaire till date so far.

3. Reviews of Mix Design & Source Approvals

Approval of Source is being accorded from IE office at Moradabad.

Team Leader Office at Moradabad has reviewed the Material Source for

Aggregates, Cement, Steel, Bitumen, Emulsion, Admixtures, bearings,

Geogrids, expansion joints, pre stressing etc. and concurred the same.

Test results of borrow areas has also been reviewed by IE

May’14

Mix Designs for various highway and concrete mixes has been reviewed by IE

& remaining is in progress.

All bearings incorporated and procured so far have been tested at source by

the representative of the Independent Engineer / Railway Authorities.

Details of various source submitted IE for concurrence is attached at

Annexure – IX. This Annexure also includes the concurrence accorded for the

Sources & Mix Designs.

Testing of the materials for source and mix design and routine testing is being

done at the 3 different laboratories in three Sections of the Project Highway.

May’14

Section 7

Planning and Progress

1) Quality Control & Quality Assurance The in-house supervision team deployed by Concessionaire is regularly

supervising the construction activities and monitoring the quality aspects,

progress, traffic and safety aspects of the project on day-to-day basis.

Routine laboratory and field density test are being carried out to assure the

quality of work. Random quality checks are being witnessed by

representatives of IE also.

The Quality Assurance Plan & Method Statement is submitted by the

concessionaire to Authority & IE.

Additional quality tests requested by IE/NHAI are also regularly conducted

to satisfaction of Authority concern.

2) Construction Programme, Resource Deployment, Monthly planned Quantities

Construction Methodology, Procurement, Engineering and Resource Based

Construction Time Schedule have been submitted to IE for review &

comments.

The concessionaire shall have to update the Construction Methodology,

Procurement, Engineering and Resource Based Construction Time Schedule

and submitted to IE for final approval in accordance with clause 12.1 of the

Concession Agreement based on Schedule of handing over of Land by

NHAI.

The resource deployments in terms of Plants & Equipments are ahead of the

planned deployment as indicated in the Annexure – VIA. The details of The

Targets v/s Progress of Important quantities has been included in Annexure

– VA.

The Project Progress in terms of physical work has been included in the S-

curve as attached at Annexure – XI.

3) Safety & Traffic Management Concessionaire has deputed a dedicated qualified and trained Safety Expert

with his team to oversee the safety and environmental aspect of the Project

Highway. The Safety expert will advise the Contractors for effective

implementation of safety norms.

May’14

Safety Management Team mobilized by the contractor is ensuring proper

Traffic & Safety Management along the entire stretch of the project road

especially at locations where the work is under progress. Provision of

barricades and reflective delineators are being made at deep shoulder

cuttings, on the temporary/ permanent diversions and at the location of

deep excavations. Cautionary Boards as well as other sign boards are being

provided at regular intervals to avoid any possibility of accidents. MBEL

and ITNL are monitoring the traffic and safety aspects along the project road

in order to ensure the smooth movement of traffic. All necessary and

preventive steps have been taken to ensure that proper arrangements for

diversion from the existing road are made.

Location specific diversion plan has been submitted before the diversion of

traffic to IE for review.

4) Maintenance of Existing Carriageway Existing carriageway is being maintained by the Concessionaire as per the

requirement. Pot holes if occurs are being attended immediately. Emphasis is on

preventive maintenance. Concessionaire is affected in cash flow due to non

handing over of the ROW by NHAI, Because if the land would have been handed

over to Concessionaire, work would have been completed by Concessionaire in

New Carriageway and traffic could be diverted and saved maintenance cost.

NHAI should consider the reimbursement of the expenses of maintenance of

Road to Concessionaire. To this effect, Concessionaire has written to NHAI and IE

on its position towards the maintenance of existing road.

5) Road Closer Report

Nil

6) Weather Report The weather report for the reported month is attached in this section at Annexure

X.

8) Achievement of Project Milestones (Schedule G) The project completion schedule and respective milestones are as below:

S.

No.

Project Milestone Achievement as

per Schedule –

G

Status till date

1 Project Mile Stone – I: 10% of

Total Capital Cost set forth in

Financial Package i.e. Rs.

180th day from

Appointed Date

i.e. 02-06-2011

Achieved

May’14

S.

No.

Project Milestone Achievement as

per Schedule – G

Status till date

198.36 Cr.

2 Project Mile Stone – II: 35% of



694.27 Cr.

400th day from

Appointed Date

i.e. 08-01-2012

Achieved

3 Project Mile Stone – III: 70% of



1388.54 Cr.

650th day from

Appointed Date

i.e. 14-09-2012

Achieved

4 Schedule Four Laning Date 910th day from

Appointed Date

i.e. 01-06-2013

Re-extension submitted to IE and Under review.

10) Suspension of Works

No work was suspended during the reporting month.

11) Change of Scope 80% Payment has been released from Authority. Change of Scope for Millak Bypass, RO, Lucknow Forwarded to

HQ, New Delhi for Approval.

12) Toll Fee Notification Toll Fee Notification Publised In Gazatte and yet to be publised in News

papers 13) Utility Relocation

LT line completed in Moradabad and Rampur District and bareilly is progress in all three district.

HT Line is either to be raised or Towers are to be relocated at revised 10 Locations in all three district. These work are being carried out by Concerned department. HT Line shifting is in progress at 4 Location and 2 no is completed by Concerned Department.

May’14

Section 8 Status of Clearance, Approvals and Hindrances

1) Clearance & Approvals

NHAI is yet to acquire the land of total 3.153 km, i.e 120mtr at Approach of

Rajedha Bridge , 200 mtr in Rampur Bypass, 2.65 km in Millak Bypass , 280mtr in

Defense and( Fatehganj Bypass) and 600mtr (Bareilly Bypass) . Status of Balance

land to be acquired is detailed in Annexure-III

Vilay Dham structure to be dismantled by State PWD (All legal issues are settled) as Flyover is to be constructed at this location.

2) Utility Shifting & Other Hindrances

Electric Utilities

Estimate for shifting of LT Lines lines and poles have been obtained from

Respective electricity divisions for most of the locations and a few are still to be

obtained. The status of the same is detailed in Annexure- XII

HT line , The status of the same is detailed in Annexure- XII

Water Pipe Line

No water pipe line is noticed yet but likely to be existed in the urban portions.

2) Community Property Structures

Details are enclosed in Annexure-XII

List of other major hindrances has been indicated in letter of Project Director PIU

Moradabad as a progress of encumbrances under clause 10.3 of CA. It is necessary

for Expeditious removal of hindrances in smooth implementation of Project.

May’14

Section 9

1) Finance & Applications of Fund

Projected Landed Cost and Actual Cost up to May 31, 2014 Cost Head Rs. in Mn

Projected Actual

Development & Project Management Cost

18,455.00 17,214.20

Less: Creditors

(654.94)

Net Development & Project Management Cost

18,455.00 16,559.26

Preliminary and Pre-operative Expenses

234.80 328.36

Interest During Construction 1,146.50 4,047.03

Total 19,836.30 20,934.65 105.54% Funding Pattern :

Rs. in Mn Name of the Company/ Lenders

Sanctioned Disbursed Balance

(a) Equity

ITNL 2,216.60 2,216.60 - Total Equity (a) 2,216.60 2,216.60 - (b) Grant 4,433.20 4,201.26 231.94 Total Grant (b) 4,433.20 4,201.26 231.94 (c) Debt

(i)Term Loan

Allahabad Bank 2,000.00 1,906.89 93.11 Bank of Baroda 4,430.00 4,223.29 206.71 Oriental Bank of Commerce 750.00 715.18 34.82 Punjab & Sind Bank 1,000.00 953.65 46.35 Syndicate Bank 1,000.00 953.65 46.35 UCO Bank 2,000.00 1,906.93 93.07 Union Bank of India 2,006.50 1,912.82 93.68 (ii)Short Term Loan

IL&FS Transportation Networks Limited

- 2,047.50 -

Total Debt (c) 13,186.50 14,619.91 614.09 Grand Total (a + b + c) 19,836.30 21.037.76 846.04

May’14

Section 10

Annexure

Annexure – I : Typical Cross Section

Annexure – II : Status of Condition Precedents

Annexure – III : Strip chart of Land Acquisition, Tree Cutting, & Utility Shifting

Annexure – IV : Progress Charts

: A: Linear Chart of Progress of Highway Work

B: Progress of ROBs & GS, VUPs, PUPs.

C: Progress of Box Culverts, Pipe Culverts

Annexure – V : Planning v/s Achievements

A: Progress Sheet of Construction Programme v/s Achievements of Major Items

B: Parivarthan

Annexure – VI : Status of Mobilization

A: Status of Plant & Equipment Mobilisation

Annexure – VII : List of Laboratory Test Conducted

Annexure – VIII : Current Status of Design and Drawings submitted to IE and Reviewed till Reported Month

Annexure – IX : Status of Review of Source Approvals

Annexure – X : Weather Report for the reported Month

Annexure – XI : Project S – Curve

Annexure – XII : Major Hindrances (Religious Structure, HT Line and LT Line)

Annexure – XIII : Project Photographs

Annexure –I

Typical Cross Section

Annexure –II

Status of Condition Precedents

Annexure - II

Obligations of NHAI (As per Clause 4.1.2 of CA)

Particulars Status Remarks

(a) Handing over of Right of Way as per CA

Yet to be handed over and APPENDIX is yet to be signed in accordance with clause 10.3 of CA

Only 117.840 Km length of Project Highway is available for 4-laning

(b) Issued the Fee Notifications Yet to be published Pending With MoRTH , New Delhi

(d) Approval of GADs of ROBs from Railways

GAD approved of all 6 ROB’s Fulfilled

(e) MOEF clearance Second Stage Approved by MoEF , New Delhi

Fulfilled

Obligations (As per Clause 47.3 of CA)


(a) State Support Agreement Fulfilled

Obligations of Concessionaire (As per Clause 4.1.3 of CA)


(a) Performance Security Submitted on 29.6.2010 Fulfilled

(b) Escrow Agreement Escrow Agreement has been signed by NHAI on 06-08-2010.

Fulfilled

(c) Substitution Agreement Substitution Agreement has been signed by NHAI on 23-08-2010.

Fulfilled

(d) Applicable permits Details submitted to NHAI on02-08-2010 & 04-10-2010

Fulfilled

(e) Financing Agreement Submitted on 31-03-2010 to NHAI Fulfilled

(f) 3 (three) true copies of Financial Model Submitted on 13-08-2010 to NHAI Fulfilled

(g) Confirmation as per Clause 7.1 (k), (l), (m) to the Consortium Members

Submitted on 02-08-2010 Fulfilled

(h) Legal opinion Submitted prior to Signing of CA Fulfilled

Annexure –III Status of Project Highways,

Tree Cutting & LA Status

From to Description From to From to

148000 179360 30950 Work is in progress168280 168400 120 Grave Yard A‐1 side Approach of Rahjeda Bridge 166190 167690 1500 work is in progress 166450 167690 1240 Completed (120 Mtr)

169120 169200 80 Grave yard at MCW 168950 169910 960Partially Work in progress (

810 Mtr) Mazar168950 169910 960 Completed (350 Mtr)

174950 175160 210 Maszid and Police Station at MCW 172000 172980 980Partially Work in progress (

960 Mtr)172000 172980 980 Work in progress

179360 180160 800 PNC ROB 174260 175600 1340 Completed (1340 Mtr) 174260 175600 1340 Completed (440 Mtr)180160 181960 1800 Work in Progress 185200 186200 1000 Work is in progress 185200 186200 1000 Work in progress181960 182030 70 L/A pending (Agapur ka Mazara ( buildings ) 188019 188167 148 Work is in progress 186845 188188 1343 Work in progress

100 360 260 Raising of HT Tower182030 182540 510 Work is in progress Work in Progress LA Pending Total182540 182620 80 HT Line 41840 1020 42860182620 185060 2440 Work is in progress 12621 170 12791185060 185160 100 HT Line185160 189300 4140 Work is in progress, L/A pending partially187900 187950 50 L/A Pending (Gata no. 7 Madiyan Balu) 187950 188100 150 Work in progress188100 188150 50 L/A Pending (Gata no. 238 Fazula Nager)188150 190000 1850 Work in progress

From To length Description190000 206570 16570 Work in progress From to From to206570 207600 1030 Millack Bypass (L/A problem) 190000 191140 1140 Work Completed 190000 191140 1140 Work Completed 207600 207880 280 Land Cleared (VUP Piling is in progress) 191600 192500 900 Work Completed 191600 192500 900 Work Completed 207880 210400 2520 Land Problem 196500 197480 980 Work Completed 196500 197480 980 Work Completed

W k C l t d ( l 100 W k C l t d ( l 100 t

Sectionwise Work Front Details as on 31st March'2014

Length Description

Service Road (RHS)

Description

Main Carriageway Service Road (LHS)Chainage

LengthChainage

Chainage

Service RoadMain carriageway

Description

Service Road (RHS)Service Road (LHS)

Length

Length

Chainage

Chainage

Section ‐ II (km 190 to km 236+500)

DescriptionLength

Section ‐ I (km 148 to km 190)

210400 2119001500 Earhwork is in progress

203840 205410 1570 Work Completed ( only 100 mtr due to L/A) 203840 205410

1570 Work Completed ( only 100 mtr due to L/A)

211900 212100 200 Millack Bypass (L/A problem) 207200 208200 1000 L/A Pending 207200 208200 1000 L/A Pending212100 233200 21100 Work in progress 213280 214280 1000 L/A Pending 213280 214280 1000 L/A Pending233200 233480 280 Land yet to cleared from Defense 216800 218150 1350 Work Completed 216800 218150 1350 Work Completed 233480 234620 1140 Work in Progress 224250 225320 1070 Work Completed 224250 225320 1070 Work Completed 234620 234770 150 Work in Progress 232000 232500 500 Work in progress 232000 232500 500 Work is in progress234770 236000 1230 Work in progress 232500 233300 800 Work in progress 232500 233300 800 Work is in progress236000 236100 100 Work in Progress236100 236500 400 Work in progress

Work in Progress LA Pending LA Problem Total42470 4030 280 46780

Service Road 13680 4000 17680Section‐III (Km. 236+500 to 269+920)

From To length Description

236500 237300 800 Work in Progress From to From to

237350 238500 1150 Work in Progress 245320 246450 1130 Work in progress 245320 246450 1130 Work in progress 238500 238600 100 HT Line 247600 248550 950 Work in progress 247600 248550 950 Work in progress 238600 242300 3700 Work in Progress 262140 263340 1200 Work in progress 262140 263340 1200 Work in progress 242300 242400 100 HT Line 242400 250900 8500 Work in Progress Work in Progress LA Pending LA Problem Total250900 251100 200 Bilay Dham Main carriageway 32307 600 50 32957

251100 257650 6550 Work in Progress Service Road 6560 6560257650 257800 150 HT Line257800 268740 10940 Work in Progress268740 268790 50 Police Chowki (RHS) L/A to be clear Total length268810 269477 667 Work in Progress MCW 116617 121000 96.38%

S/R 32861 37571 87.46%4710

yet to be clear

Length

Main carriageway

Chainage

4383

Chainage

Front Available

Service Road (LHS) Service Road (RHS)

Description DescriptionLength

Page 1 of 1

Annexure –IV Progress Charts

Annexure –IVA Linear Progress of Road Work

Four Laning of Moradabad‐Bareilly Road Section of NH‐24 From Km 148.000 To Km 262.000 in the State of Uttar Pradesh Under NHDP Phase III on Design, Build, Finance, Operate And Transfer (DBFOT) Basis .

Client:‐ National Highway Authority of India (NHAI) Concessionaire:‐ Moradabad Bareilly Expressway Limited Developer:‐ M/S IL&FS Transportation Networks Ltd. (ITNL)

Name of Contractor:‐ 1. M/s. RAMKY Infrastructure Ltd. (Km 148 to 190 and all Major structures of Project highway) 2. M/S GR Infraprojects Ltd. (Km 190 to Km 236.5) 3. M/s. APCO Infratech Ltd. (Km 236.5 to Km 262) Period: As on 30th April'2014

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1PRIMER/TACK 1 1 1 1 1 1 1 1 1 1WMM II 1 1 1 1 1 1 1 1 1 1WMM I 1 1 1 1 1 1 1 1 1 #GSB II 1 1 1 1 1 1 1 1 1 1GSB I 1 1 1 1 1 1 1 1 1 1SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

148.00

014

8.10

014

8.20

014

8.30

014

8.40

014

8.50

014

8.60

014

8.70

014

8.80

014

8.90

014

9.00

014

9.10

014

9.20

014

9.30

014

9.40

014

9.50

014

9.60

014

9.70

014

9.80

014

9.90

015

0.00

015

0.10

015

0.20

015

0.30

015

0.40

015

0.50

015

0.60

015

0.70

015

0.80

015

0.90

015

1.00

015

1.10

015

1.20

015

1.30

015

1.40

015

1.50

015

1.60

015

1.70

015

1.80

015

1.90

015

2.00

015

2.10

015

2.20

015

2.30

015

2.40

015

2.50

015

2.60

015

2.70

015

2.80

015

2.90

015

3.00

015

3.10

015

3.20

015

3.30

015

3.40

015

3.50

015

3.60

015

3.70

015

3.80

015

3.90

015

4.00

015

4.10

015

4.20

015

4.30

015

4.40

015

4.50

015

4.60

015

4.70

015

4.80

015

4.90

015

5.00

015

5.10

015

5.20

015

5.30

015

5.40

015

5.50

015

5.60

015

5.70

015

5.80

015

5.90

015

6.00

015

6.10

015

6.20

015

6.30

015

6.40

015

6.50

015

6.60

015

6.70

015

6.80

015

6.90

015

7.00

015

7.10

015

7.20

015

7.30

015

7.40

015

7.50

015

7.60

015

7.70

015

7.80

015

7.90

015

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC

BCDBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Consultant :‐ Louis Berger Group, Inc.

GSB

HPC

151+00

5

N/A

HPC

150+23

0

WMM ‐ I BM

PUP 162

+800

ROB 15

9+77

2

HPC

160+50

5 , P

UP (160

+525

)

HPC

150+83

0

HPC

151+00

5

PUP '156

+238

HPC

154+89

0

HPC

154+51

5

HPC

155+58

5

HPC

156+22

5,15

6+26

0

HPC

152+87

0

SG TOP

SERVICE ROAD

SERVICE ROAD

RHS

HPC

154+89

0

EXCAVATIONC & G

HPC

154+51

5

DBM‐1 DBM ‐TOP

HPC

153+48

3

Box Cu

l. 15

6+80

0

HPC

157+06

0 , P

UP 15

7+07

5

BC

N/A

HPC

164+03

0,16

4+09

0 , P

UP (164

+046

)

HPC

156+22

5,15

6+26

0

B C 16

6+60

0,16

6+63

5

HPC

149+07

0

HPC

157+06

0 , P

UP 15

7+07

5

HPC

155+58

5

PUP 15

3+20

6

HPC

149+32

0

HPC

150+23

0

N/A

WMM ‐ II PRIMER/TACK

SERVICE ROAD

MAIN CARRIAGE WAY CHAINAGE (KM)

HPC

149+07

0

HPC

149+32

0

HPC

152+52

8

HPC

149+63

0

LHS

HPC

151+76

0

HPC

165+78

9HPC

155+62

0

HPC

152+87

0

MJB 157

+760

(GAG

AN)

PUP '156

+238

MJB 157

+760

(GAG

AN)

HPC

157+10

0

HPC

153+88

9

N/A

HPC

160+54

0

HPC

153+88

9

PUP 15

3+20

6

HPC

155+62

0

HPC

152+52

8

HPC

153+48

3

BC15

6+80

0,HPC

156+79

0

HPC

157+10

0

PUP 15

8+40

0

HPC

166+17

0

HPC

165+40

0 , R

OB 16

5+40

2

MJB 161

+348

(RAM

GAN

GA)

PUP 160

+116

Box Cu

l. 16

3+68

0

LHS

MNB 15

9+48

0 (K

ARULA

)

HPC

158+42

2

HPC

158+37

5

PUP 14

8+79

0HPC

148+67

0HPC

148+67

0PU

P 14

8+79

0

HPC

150+83

0

HPC

159+08

5

PUP 15

9+43

2

HPC

149+63

0

HPC

158+79

5

HPC

151+76

0

Page 1 of 7


158.00

015

8.10

015

8.20

015

8.30

015

8.40

015

8.50

015

8.60

015

8.70

015

8.80

015

8.90

015

9.00

015

9.10

015

9.20

015

9.30

015

9.40

015

9.50

015

9.60

015

9.70

015

9.80

015

9.90

016

0.00

016

0.10

016

0.20

016

0.30

016

0.40

016

0.50

016

0.60

016

0.70

016

0.80

016

0.90

016

1.00

016

1.10

016

1.20

016

1.30

016

1.40

016

1.50

016

1.60

016

1.70

016

1.80

016

1.90

016

2.00

016

2.10

016

2.20

016

2.30

016

2.40

016

2.50

016

2.60

016

2.70

016

2.80

016

2.90

016

3.00

016

3.10

016

3.20

016

3.30

016

3.40

016

3.50

016

3.60

016

3.70

016

3.80

016

3.90

016

4.00

016

4.10

016

4.20

016

4.30

016

4.40

016

4.50

016

4.60

016

4.70

016

4.80

016

4.90

016

5.00

016

5.10

016

5.20

016

5.30

016

5.40

016

5.50

016

5.60

016

5.70

016

5.80

016

5.90

016

6.00

016

6.10

016

6.20

016

6.30

016

6.40

016

6.50

016

6.60

016

6.70

016

6.80

016

6.90

016

7.00

016

7.10

016

7.20

016

7.30

016

7.40

016

7.50

016

7.60

016

7.70

016

7.80

016

7.90

016

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 R 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BCSERVICE ROAD

SERVICE ROADBC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 41 41 41 41 41 41 41 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

168.00

016

8.10

016

8.20

016

8.30

016

8.40

016

8.50

016

8.60

016

8.70

016

8.80

016

8.90

016

9.00

016

9.10

016

9.20

016

9.30

016

9.40

016

9.50

016

9.60

016

9.70

016

9.80

016

9.90

017

0.00

017

0.10

017

0.20

017

0.30

017

0.40

017

0.50

017

0.60

017

0.70

017

0.80

017

0.90

017

1.00

017

1.10

017

1.20

017

1.30

017

1.40

017

1.50

017

1.60

017

1.70

017

1.80

017

1.90

017

2.00

017

2.10

017

2.20

017

2.30

017

2.40

017

2.50

017

2.60

017

2.70

017

2.80

017

2.90

017

3.00

017

3.10

017

3.20

017

3.30

017

3.40

017

3.50

017

3.60

017

3.70

017

3.80

017

3.90

017

4.00

017

4.10

017

4.20

017

4.30

017

4.40

017

4.50

017

4.60

017

4.70

017

4.80

017

4.90

017

5.00

017

5.10

017

5.20

017

5.30

017

5.40

017

5.50

017

5.60

017

5.70

017

5.80

017

5.90

017

6.00

017

6.10

017

6.20

017

6.30

017

6.40

017

6.50

017

6.60

017

6.70

017

6.80

017

6.90

017

7.00

017

7.10

017

7.20

017

7.30

017

7.40

017

7.50

017

7.60

017

7.70

017

7.80

017

7.90

017

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 7 8 9 10 10 10 10 10 10 10 10 10 10 10 10 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SERVICE ROAD 1 1 1 1

BCDBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1.00

01.10

01.20

01.30

01.40

01.50

01.60

01.70

01.80

01.90

02.00

02.10

02.20

02.30

02.40

02.50

02.60

02.70

02.80

02.90

03.00

03.10

03.20

03.30

03.40

03.50

03.60

03.70

03.80

03.90

04.00

04.10

04.20

04.30

04.40

04.50

04.60

04.70

04.80

04.90

05.00

05.10

05.20

05.30

05.40

05.50

05.60

05.70

05.80

05.90

06.00

06.10

06.20

06.30

06.40

06.50

06.60

06.70

06.80

06.90

07.00

07.10

07.20

07.30

07.40

07.50

07.60

07.70

07.80

07.90

08.00

08.10

08.20

08.30

08.40

08.50

08.60

08.70

08.80

08.90

09.00

09.10

09.20

09.30

09.40

09.50

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

HPC

173+79

3

HPC

177+35

2

BC17

3+96

3,17

3+96

0

Rampur End Junction

Box Cu

l. 17

4+59

0

HPC

176+92

7

7+74

6) Retain

Box Cu

l. 17

4+26

0

Box Cu

l. 17

6+67

0

Box Cu

l. 17

4+26

0

Box Cu

l. 17

4+59

0

PUP 15

9+43

2

HPC

160+50

5 , P

UP (160

+525

)HPC

160+54

0

PUP 160

+116

BC 166

+600

,166

+635

PUP 15

8+40

0HPC

158+42

2

HPC

158+79

5

HPC

159+08

5

MJB 161

+348

(RAM

GAN

GA)

HPC

165+78

9

HPC

165+40

0 , R

OB 16

5+40

2

N/A


N/A

HPC

171+89

5

PUP 172

+462

Box Cu

l. 17

1+50

0

RHS H

PC15

8+37

5

N/A

MJB 168

+475

(REJEH

DA)

Box Cu

l. 17

2+69

0

N/A

N/A

HPC

164+03

0,16

4+09

0 , P

UP (164

+046

)

VUP 17

5+20

0,BC

VUP 16

9+22

5

MJB 168

+475

(REJEH

DA)

Box Cu

l. 16

9+78

5

VUP 16

9+22

5

HPC

176+92

7

HPC

177+35

2

PUP 162

+800

4+97

4) Retain

N/A

Slab

Cul. (ch: 4

+974

) Retain

HPC

166+17

0

Box Cu

l. 16

3+68

0

Box Cu

l. 17

1+26

5

Toll

Pla

za-0

1 ( P

QC

wo

rk in

p

rog

ress

)

2+84

8) Retain

4+14

2) Retain

ge (ch: 4+371

)

LHS

RHS

S


N/A

Box Cu

l. 17

1+50

0

HPC

171+89

5

1+81

2) Retain

MNB 15

9+48

0 (KAR

ULA

)

Box Cu

l. 16

9+78

5

Box Cu

l. 17

2+45

0

Toll

Pla

za-0

1 ( P

QC

wo

rk in

p

rog

ress

)

N/ANA

Box Cu

l. 17

2+45

0Slab

Cul. (ch: 4

+142

) Retain

Box Cu

l. 17

6+67

0

N/A

VUP 17

5+20

0,BC

Slab

Cul. (ch: 7

+746

) Retain

HPC

173+79

3

PUP 172

+462

Box Cu

l. 17

2+69

0

Box Cu

l. 17

1+26

5

Arch Cul. (ch: 1

+812

) Retain

Minor Brid

ge (ch: 4+371

) Retain

BC17

3+96

3,17

3+96

0

Arch Cul. (ch: 2

+848

) Retain

MAIN CARRIAGE WAY CHAINAGE (KM) Rampur City

LHS

Rampur Start Junction

ROB (CH: 0

+766

)0+76

6)

Page 2 of 7


GSB TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC

SERVICE ROADBCDBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

178.00

017

8.10

017

8.20

017

8.30

017

8.40

017

8.50

017

8.60

017

8.70

017

8.80

017

8.90

017

9.00

017

9.10

017

9.20

017

9.30

017

9.40

017

9.50

017

9.60

017

9.70

017

9.80

017

9.90

018

0.00

018

0.10

018

0.20

018

0.30

018

0.40

018

0.50

018

0.60

018

0.70

018

0.80

018

0.90

018

1.00

018

1.10

018

1.20

018

1.30

018

1.40

018

1.50

018

1.60

018

1.70

018

1.80

018

1.90

018

2.00

018

2.10

018

2.20

018

2.30

018

2.40

018

2.50

018

2.60

018

2.70

018

2.80

018

2.90

018

3.00

018

3.10

018

3.20

018

3.30

018

3.40

018

3.50

018

3.60

018

3.70

018

3.80

018

3.90

018

4.00

018

4.10

018

4.20

018

4.30

018

4.40

018

4.50

018

4.60

018

4.70

018

4.80

018

4.90

018

5.00

018

5.10

018

5.20

018

5.30

018

5.40

018

5.50

018

5.60

018

5.70

018

5.80

018

5.90

018

6.00

018

6.10

018

6.20

018

6.30

018

6.40

018

6.50

018

6.60

018

6.70

018

6.80

018

6.90

018

7.00

018

7.10

018

7.20

018

7.30

018

7.40

018

7.50

018

7.60

018

7.70

018

7.80

018

7.90

018

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BCSERVICE ROAD

SERVICE ROAD N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BCDBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

188.00

018

8.10

018

8.20

018

8.30

018

8.40

018

8.50

018

8.60

018

8.70

018

8.80

018

8.90

018

9.00

018

9.10

018

9.20

018

9.30

018

9.40

018

9.50

018

9.60

018

9.70

018

9.80

018

9.90

019

0.00

019

0.10

019

0.20

019

0.30

019

0.40

019

0.50

019

0.60

019

0.70

019

0.80

019

0.90

019

1.00

019

1.10

019

1.20

019

1.30

019

1.40

019

1.50

019

1.60

019

1.70

019

1.80

019

1.90

019

2.00

019

2.10

019

2.20

019

2.30

019

2.40

019

2.50

019

2.60

019

2.70

019

2.80

019

2.90

019

3.00

019

3.10

019

3.20

019

3.30

019

3.40

019

3.50

019

3.60

019

3.70

019

3.80

019

3.90

019

4.00

019

4.10

019

4.20

019

4.30

019

4.40

019

4.50

019

4.60

019

4.70

019

4.80

019

4.90

019

5.00

019

5.10

019

5.20

019

5.30

019

5.40

019

5.50

019

5.60

019

5.70

019

5.80

019

5.90

019

6.00

019

6.10

019

6.20

019

6.30

019

6.40

019

6.50

019

6.60

019

6.70

019

6.80

019

6.90

019

7.00

019

7.10

019

7.20

019

7.30

019

7.40

019

7.50

019

7.60

019

7.70

019

7.80

019

7.90

019

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 11 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Box Cu

l. 19

6+98

0

Box Cu

l. 19

4+92

3

Box Cu

l. 19

5+42

6

N/A

N/A

Box Cu

l. 19

6+43

2

Box Cu

l. 18

4+75

0

Slab

Cul. (ch: 7

PNC ROB (Not in Our Scope)

Box Cu

l. 19

4+92

3

Box Cu

l. 19

6+98

0

VUP 19

7+11

5

Box Cu

l. 18

5+73

0

Box Cu

l. 18

6+67

5

Slab

Cul. (ch: 4

N/A

Arch Cul. (ch: 2

N/A

VUP 18

5+70

0

Slab

Cul. (ch: 4

Box Cu

l. 18

2+50

0

Box Cu

l. 19

0+02

0

VUP 19

0+39

3

Box Cu

l. 18

2+50

0

Box Cu

l. 19

1+58

7

Minor BridRH

S

ROB 18

9+13

8

BC19

0+19

2,19

0+15

7

Box Cu

l. 18

2+22

5

N/A

Box Cu

l. 18

4+75

0

Box Cu

l. 18

3+32

8

Box Cu

l. 19

3+01

1

Box Cu

l. 19

4+30

0

Box Cu

l. 18

2+22

5

N/A

Box Cu

l. 19

3+01

1

Box Cu

l. 19

5+42

6

Box Cu

l. 19

0+58

6

Box Cu

l. 19

1+58

7

MNB 17

8+24

0


MJB 180

+740

(KOSH

I)

Box Cu

l. 18

4+47

5

VUP 19

2+05

7

VUP 19

0+39

3

RHS

Box Cu

l. 18

8+60

0Bo

x Cu

l. 18

8+60

0

RHS

LHS


Box Cu

l. 18

4+47

5

VUP 18

5+70

0

N/A

MJB 180

+740

(KOSH

I)

Box Cu

l. 19

0+58

6

Box Cu

l. 19

0+00

0

ROB 18

9+13

8

Arch Cul. (ch: 1

Box Cu

l. 19

0+02

0BC

190+19

2,19

0+15

7

MNB 17

8+24

0

Box Cu

l. 18

7+12

5

Box Cu

l. 18

6+67

5

VUP 19

7+11

5

Box Cu

l. 19

4+30

0

Box Cu

l. 19

6+43

2Bo

x Cu

l. 18

6+39

8Bo

x Cu

l. 18

6+39

8

Box Cu

l. 18

5+73

0

Box Cu

l. 18

7+12

5

Box Cu

l. 18

3+32

8

Box Cu

l. 18

1+12

5

Box Cu

l. 19

0+00

0

VUP 19

2+05

7

ROB (CH:

LHS

Box Cu

l. 18

1+12

5

PNC ROB (Not in Our Scope)

Page 3 of 7


DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD 1 1 1 1 1 1 1BCDBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

198.00

019

8.10

019

8.20

019

8.30

019

8.40

019

8.50

019

8.60

019

8.70

019

8.80

019

8.90

019

9.00

019

9.10

019

9.20

019

9.30

019

9.40

019

9.50

019

9.60

019

9.70

019

9.80

019

9.90

020

0.00

020

0.10

020

0.20

020

0.30

020

0.40

020

0.50

020

0.60

020

0.70

020

0.80

020

0.90

020

1.00

020

1.10

020

1.20

020

1.30

020

1.40

020

1.50

020

1.60

020

1.70

020

1.80

020

1.90

020

2.00

020

2.10

020

2.20

020

2.30

020

2.40

020

2.50

020

2.60

020

2.70

020

2.80

020

2.90

020

3.00

020

3.10

020

3.20

020

3.30

020

3.40

020

3.50

020

3.60

020

3.70

020

3.80

020

3.90

020

4.00

020

4.10

020

4.20

020

4.30

020

4.40

020

4.50

020

4.60

020

4.70

020

4.80

020

4.90

020

5.00

020

5.10

020

5.20

020

5.30

020

5.40

020

5.50

020

5.60

020

5.70

020

5.80

020

5.90

020

6.00

020

6.10

020

6.20

020

6.30

020

6.40

020

6.50

020

6.60

020

6.70

020

6.80

020

6.90

020

7.00

020

7.10

020

7.20

020

7.30

020

7.40

020

7.50

020

7.60

020

7.70

020

7.80

020

7.90

020

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 11 11 11 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 11 1 1 1 1 1 1 1 1 1 1

BCSERVICE ROAD 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD 1 1 1 1 1 1 1 1 1 1 1 1 1 1BCDBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 11 11 11 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

208.00

020

8.10

020

8.20

020

8.30

020

8.40

020

8.50

020

8.60

020

8.70

020

8.80

020

8.90

020

9.00

020

9.10

020

9.20

020

9.30

020

9.40

020

9.50

020

9.60

020

9.70

020

9.80

020

9.90

021

0.00

021

0.10

021

0.20

021

0.30

021

0.40

021

0.50

021

0.60

021

0.70

021

0.80

021

0.90

021

1.00

021

1.10

021

1.20

021

1.30

021

1.40

021

1.50

021

1.60

021

1.70

021

1.80

021

1.90

021

2.00

021

2.10

021

2.20

021

2.30

021

2.40

021

2.50

021

2.60

021

2.70

021

2.80

021

2.90

021

3.00

021

3.10

021

3.20

021

3.30

021

3.40

021

3.50

021

3.60

021

3.70

021

3.80

021

3.90

021

4.00

021

4.10

021

4.20

021

4.30

021

4.40

021

4.50

021

4.60

021

4.70

021

4.80

021

4.90

021

5.00

021

5.10

021

5.20

021

5.30

021

5.40

021

5.50

021

5.60

021

5.70

021

5.80

021

5.90

021

6.00

021

6.10

021

6.20

021

6.30

021

6.40

021

6.50

021

6.60

021

6.70

021

6.80

021

6.90

021

7.00

021

7.10

021

7.20

021

7.30

021

7.40

021

7.50

021

7.60

021

7.70

021

7.80

021

7.90

021

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC 1

Box Cu

l. 21

6+53

0

Box Cu

l. 21

7+18

1

PUP 21

7+40

0

Pipe

Cul. 2

13+540

Pipe

Cul. 2

12+917

Box Cu

l. 21

4+15

1

Box Cu

l. 20

5+86

7

Box Cu

l. 20

4+22

7

Box Cu

l. 20

5+86

7

Box Cu

l. 21

6+53

0

N/A

VUP 21

7+57

0

Box Cu

l. 20

6+52

8Bo

x Cu

l. 20

6+52

8

Box Cu

l. 20

5+33

6Bo

x Cu

l. 20

5+33

6

PUP 21

3+78

0

ROB 21

6+69

5

N/A

Box Cu

l. 20

4+22

7

PUP 21

7+10

0

PUP 21

7+82

0,VU

P 21

7+84

0

ROB 21

6+69

5

N/A

PUP 21

7+10

0

N/A

N/A

Box Cu

l. 21

4+15

1

Box Cu

l. 21

3+23

6

N/A

Pipe

Cul. 2

13+540

Box Cu

l. 21

3+23

6

Box Cu

l. 21

7+18

1

PUP 21

7+40

0

PUP 21

7+82

0,VU

P 21

7+84

0

VUP 20

7+70

0

VUP 21

7+57

0

Box Cu

l. 20

4+51

2Bo

x Cu

l. 20

4+51

2

VUP 20

7+70

0

RHS

LHS

N/A

Box Cu

l. 20

0+43

2

N/A

RHS


LHS

PUP 21

3+78

0

PUP 20

9+60

0

Pipe

Cul. 2

12+917

Box Cu

l. 20

0+43

2

PUP 20

9+60

0


SERVICE ROAD

Page 4 of 7


SERVICE ROAD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD 1 1 1 1 1

BCDBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

218.00

021

8.10

021

8.20

021

8.30

021

8.40

021

8.50

021

8.60

021

8.70

021

8.80

021

8.90

021

9.00

021

9.10

021

9.20

021

9.30

021

9.40

021

9.50

021

9.60

021

9.70

021

9.80

021

9.90

022

0.00

022

0.10

022

0.20

022

0.30

022

0.40

022

0.50

022

0.60

022

0.70

022

0.80

022

0.90

022

1.00

022

1.10

022

1.20

022

1.30

022

1.40

022

1.50

022

1.60

022

1.70

022

1.80

022

1.90

022

2.00

022

2.10

022

2.20

022

2.30

022

2.40

022

2.50

022

2.60

022

2.70

022

2.80

022

2.90

022

3.00

022

3.10

022

3.20

022

3.30

022

3.40

022

3.50

022

3.60

022

3.70

022

3.80

022

3.90

022

4.00

022

4.10

022

4.20

022

4.30

022

4.40

022

4.50

022

4.60

022

4.70

022

4.80

022

4.90

022

5.00

022

5.10

022

5.20

022

5.30

022

5.40

022

5.50

022

5.60

022

5.70

022

5.80

022

5.90

022

6.00

022

6.10

022

6.20

022

6.30

022

6.40

022

6.50

022

6.60

022

6.70

022

6.80

022

6.90

022

7.00

022

7.10

022

7.20

022

7.30

022

7.40

022

7.50

022

7.60

022

7.70

022

7.80

022

7.90

022

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BCSERVICE ROAD

SERVICE ROADBC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 41 41 41 41 41 41 41 1 1 41 41 41 41 41 41 41 41 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 10 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

228.00

022

8.10

022

8.20

022

8.30

022

8.40

022

8.50

022

8.60

022

8.70

022

8.80

022

8.90

022

9.00

022

9.10

022

9.20

022

9.30

022

9.40

022

9.50

022

9.60

022

9.70

022

9.80

022

9.90

023

0.00

023

0.10

023

0.20

023

0.30

023

0.40

023

0.50

023

0.60

023

0.70

023

0.80

023

0.90

023

1.00

023

1.10

023

1.20

023

1.30

023

1.40

023

1.50

023

1.60

023

1.70

023

1.80

023

1.90

023

2.00

023

2.10

023

2.20

023

2.30

023

2.40

023

2.50

023

2.60

023

2.70

023

2.80

023

2.90

023

3.00

023

3.10

023

3.20

023

3.30

023

3.40

023

3.50

023

3.60

023

3.70

023

3.80

023

3.90

023

4.00

023

4.10

023

4.20

023

4.30

023

4.40

023

4.50

023

4.60

023

4.70

023

4.80

023

4.90

023

5.00

023

5.10

023

5.20

023

5.30

023

5.40

023

5.50

023

5.60

023

5.70

023

5.80

023

5.90

023

6.00

023

6.10

023

6.20

023

6.30

023

6.40

023

6.50

023

6.60

023

6.70

023

6.80

023

6.90

023

7.00

023

7.10

023

7.20

023

7.30

023

7.40

023

7.50

023

7.60

023

7.70

023

7.80

023

7.90

023

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SERVICE ROAD

Box Cu

l. 23

3+37

5

ROB 23

4+90

0

MJB 222

+995

(BHAK

ARA)

N/A

MNB 23

6+33

8 (SHAN

KA)

Box Cu

l. 23

3+37

5

Box Cu

l. 21

9+31

1

N/A

Box Cu

l. 23

4+33

8

Pipe

Cul. 2

24+930

N/A

ROB 23

4+90

0

N/A

N/A

1

MNB 22

5+57

5 (NURI CAN

AL)

MJB 226

+360

(BAIGUL)

MJB 226

+360

(BAIGUL)

Box Cu

l. 22

1+61

0

MNB 23

1+45

0

Box Cu

l. 22

4+62

8MNB 23

4+81

2

Box Cu

l. 23

4+33

8

Box Cu

l. 23

1+80

0

Box Cu

l. 23

4+62

0MNB 23

4+81

2

Box Cu

l. 23

1+80

0

N/A

N/A

Box Cu

l. 23

6+71

3

N/A

N/A

Pipe

Cul. 2

3o+676

Box Cu

l. 22

1+61

0

Box Cu

l. 22

9+97

0


Box Cu

l. 22

9+97

0

LHS

RHS

MJB 222

+995

(BHAK

ARA)

Box Cu

l. 22

0+67

4

RHS


Box Cu

l. 21

8+60

0

Box Cu

l. 21

9+31

1

LHS

Box Cu

l. 23

4+62

0Bo

x Cu

l. 22

4+62

8

VUP 22

4+86

0

Box Cu

l. 23

2+70

0

Pipe

Cul. 2

24+930

MNB 22

5+57

5 (NURI CAN

AL)

Box Cu

l. 22

3+52

6

VUP 22

4+86

0

Box Cu

l. 23

6+71

3

MNB 23

6+33

8 (SHAN

KA)

Box Cu

l. 23

2+70

0

Box Cu

l. 22

8+78

9

Box Cu

l. 22

9+10

3Bo

x Cu

l. 22

9+10

3

Pipe

Cul. 2

3o+676

VUP 23

2+91

8

Box Cu

l. 22

8+78

9

PUP 23

2+29

0

Box Cu

l. 21

9+85

7

VUP 23

2+91

8

Box Cu

l. 23

2+20

0

Box Cu

l. 22

3+52

6

PUP 23

2+29

0

MNB 23

1+45

0

Box Cu

l. 21

9+57

2Bo

x Cu

l. 21

9+57

2

Box Cu

l. 23

1+25

0

Box Cu

l. 23

2+20

0

Box Cu

l. 22

0+67

4

Box Cu

l. 23

1+25

0

Box Cu

l. 21

8+60

0

MNB 22

8+40

0 ( B

ox

MNB 22

8+40

0 ( B

ox Type)

Box Cu

l. 21

9+85

7

Page 5 of 7


SERVICE ROADBC 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

238.00

023

8.10

023

8.20

023

8.30

023

8.40

023

8.50

023

8.60

023

8.70

023

8.80

023

8.90

023

9.00

023

9.10

023

9.20

023

9.30

023

9.40

023

9.50

023

9.60

023

9.70

023

9.80

023

9.90

024

0.00

024

0.10

024

0.20

024

0.30

024

0.40

024

0.50

024

0.60

024

0.70

024

0.80

024

0.90

024

1.00

024

1.10

024

1.20

024

1.30

024

1.40

024

1.50

024

1.60

024

1.70

024

1.80

024

1.90

024

2.00

024

2.10

024

2.20

024

2.30

024

2.40

024

2.50

024

2.60

024

2.70

024

2.80

024

2.90

024

3.00

024

3.10

024

3.20

024

3.30

024

3.40

024

3.50

024

3.60

024

3.70

024

3.80

024

3.90

024

4.00

024

4.10

024

4.20

024

4.30

024

4.40

024

4.50

024

4.60

024

4.70

024

4.80

024

4.90

024

5.00

024

5.10

024

5.20

024

5.30

024

5.40

024

5.50

024

5.60

024

5.70

024

5.80

024

5.90

024

6.00

024

6.10

024

6.20

024

6.30

024

6.40

024

6.50

024

6.60

024

6.70

024

6.80

024

6.90

024

7.00

024

7.10

024

7.20

024

7.30

024

7.40

024

7.50

024

7.60

024

7.70

024

7.80

024

7.90

024

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1BC 1

SERVICE ROAD

SERVICE ROADBC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

248.00

024

8.10

024

8.20

024

8.30

024

8.40

024

8.50

024

8.60

024

8.70

024

8.80

024

8.90

024

9.00

024

9.10

024

9.20

024

9.30

024

9.40

024

9.50

024

9.60

024

9.70

024

9.80

024

9.90

025

0.00

025

0.10

025

0.20

025

0.30

025

0.40

025

0.50

025

0.60

025

0.70

025

0.80

025

0.90

025

1.00

025

1.10

025

1.20

025

1.30

025

1.40

025

1.50

025

1.60

025

1.70

025

1.80

025

1.90

025

2.00

025

2.10

025

2.20

025

2.30

025

2.40

025

2.50

025

2.60

025

2.70

025

2.80

025

2.90

025

3.00

025

3.10

025

3.20

025

3.30

025

3.40

025

3.50

025

3.60

025

3.70

025

3.80

025

3.90

025

4.00

025

4.10

025

4.20

025

4.30

025

4.40

025

4.50

025

4.60

025

4.70

025

4.80

025

4.90

025

5.00

025

5.10

025

5.20

025

5.30

025

5.40

025

5.50

025

5.60

025

5.70

025

5.80

025

5.90

025

6.00

025

6.10

025

6.20

025

6.30

025

6.40

025

6.50

025

6.60

025

6.70

025

6.80

025

6.90

025

7.00

025

7.10

025

7.20

025

7.30

025

7.40

025

7.50

025

7.60

025

7.70

025

7.80

025

7.90

025

8.00

0

x

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SERVICE ROAD

SERVICE ROADBC

N/A N/A

Box Cu

l. 25

4+50

7

PUP 242

+480

MNB 24

5+25

5

Box Cu

l. 23

9+60

0

Box Cu

l. 23

9+20

0

Box Cu

l. 24

3+85

0

Box Cu

l. 24

1+10

0

Box Cu

l. 24

3+62

2

Box Cu

l. 23

8+55

0

Box Cu

l. 25

2+50

0

Box Cu

l. 24

3+10

2

Box Cu

l. 24

4+88

0

Box Cu

l. 24

3+85

0

Box Cu

l. 24

7+75

0Bo

x Cu

l. 24

7+75

0

Box Cu

l. 24

4+88

0

Box Cu

l. 24

3+62

2

Box Cu

l. 25

0+75

0

Box Cu

l. 25

2+50

0Bo

x Cu

l. 25

2+60

0

MJB 251

+648

(NAK

ATI R

IVER

)MJB 251

+648

(NAK

ATI R

IVER

)

Box Cu

l. 25

2+60

0

Box Cu

l. 25

3+30

0

PUP 23

8+49

8

Box Cu

l. 23

8+00

0

N/A

Box Cu

l. 23

8+30

0

Box Cu

l. 23

8+55

0

RHS


LHS

Box Cu

l. 24

8+85

0

Box Cu

l. 23

9+20

0

LHS


Box Cu

l. 23

8+00

0Bo

x Cu

l. 24

8+08

0

RHS

Box Cu

l. 25

7+50

0

N/A

Box Cu

l. 25

6+50

0

MNB 24

5+25

5

Box Cu

l. 25

5+50

0

Box Cu

l. 24

9+75

0

Box Cu

l. 24

8+08

0

Box Cu

l. 25

5+50

0

Box Cu

l. 25

4+50

7

Box Cu

l. 25

3+30

0

N/A

N/A N/A

Box Cu

l. 25

6+50

0

N/A

ROB 24

6+42

6RO

B 24

6+42

6

Box Cu

l. 25

7+50

0

Box Cu

l. 24

8+85

0

Box Cu

l. 24

9+75

0

Box Cu

l. 25

0+75

0

N/A

Box Cu

l. 24

1+80

0

Box Cu

l. 24

3+10

2

Box Cu

l. 23

9+60

0

PUP 242

+480

Box Cu

l. 24

1+10

0

Box Cu

l. 24

1+80

0

Box Cu

l. 23

8+30

0

Box Cu

l. 24

0+25

0Bo

x Cu

l. 24

0+25

0

PUP 23

8+49

8

Page 6 of 7


DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # # # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

258.00

025

8.10

025

8.20

025

8.30

025

8.40

025

8.50

025

8.60

025

8.70

025

8.80

025

8.90

025

9.00

025

9.10

025

9.20

025

9.30

025

9.40

025

9.50

025

9.60

025

9.70

025

9.80

025

9.90

026

0.00

026

0.10

026

0.20

026

0.30

026

0.40

026

0.50

026

0.60

026

0.70

026

0.80

026

0.90

026

1.00

026

1.10

026

1.20

026

1.30

026

1.40

026

1.50

026

1.60

026

1.70

026

1.80

026

1.90

026

2.00

026

2.10

026

2.20

026

2.30

026

2.40

026

2.50

026

2.60

026

2.70

026

2.80

026

2.90

026

3.00

026

3.10

026

3.20

026

3.30

026

3.40

026

3.50

026

3.60

026

3.70

026

3.80

026

3.90

026

4.00

026

4.10

026

4.20

026

4.30

026

4.40

026

4.50

026

4.60

026

4.70

026

4.80

026

4.90

026

5.00

026

5.10

026

5.20

026

5.30

026

5.40

026

5.50

026

5.60

026

5.70

026

5.80

026

5.90

026

6.00

026

6.10

026

6.20

026

6.30

026

6.40

026

6.50

026

6.60

026

6.70

026

6.80

026

6.90

026

7.00

026

7.10

026

7.20

026

7.30

026

7.40

026

7.50

026

7.60

026

7.70

026

7.80

026

7.90

026

8.00

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # # # # 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 # # # 1 1 1 11 11 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BCSERVICE ROAD

SERVICE ROADBCDBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1

268.00

026

8.10

026

8.20

026

8.30

026

8.40

026

8.50

026

8.60

026

8.70

026

8.80

026

8.90

026

9.00

026

9.10

026

9.20

026

9.30

026

9.32

0

C&G 1 1 1 1 1 1 1 1 1 1 1 1 1 1

OGL 1 1 1 1 1 1 1 1 1 1 1 1

EXCAVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 1ST 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG 2ND 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1

PRIMER/TACK 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM‐ TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BCSERVICE ROAD

Box Cu

l. 25

9+04

0

MNB 26

0+50

0

Box Cu

l. 25

8+65

0

LHS

RHS

LHS



RHS

N/A

Box Cu

l. 26

2+05

0

Box Cu

l. 26

0+75

0Bo

x Cu

l. 26

0+75

0

Box Cu

l. 26

5+97

5

Box Cu

l. 26

5+50

0

Box Cu

l. 26

4+50

0

Box Cu

l. 26

3+29

4

VUP 26

2+58

7

Box Cu

l. 26

3+45

0

VUP 26

2+58

7

Box Cu

l. 26

5+97

5

Box Cu

l. 26

3+96

0

Box Cu

l. 26

6+77

5

N/A

N/A

END OF PR

OJECT

S

Box Cu

l. 26

3+29

4

Box Cu

l. 25

9+04

0

Box Cu

l. 25

9+45

0

MNB 26

8+00

0MNB 26

8+00

0

Box Cu

l. 26

5+50

0

Box Cu

l. 26

6+77

5

Box Cu

l. 26

4+50

0

N/A

Box Cu

l. 26

3+96

0

Box Cu

l. 26

3+45

0

Box Cu

l. 25

8+65

0

Box Cu

l. 26

2+05

0

MNB 26

0+50

0

Box Cu

l. 25

9+45

0

Page 7 of 7

Annexure –IVB Progress of ROB’S & GS, VUP’S

AND PUP’S

Working Pile Test Pile Pile CapSubstructure

StemAbutment /

Pier CapSoffit slab Rib/Girder Deck slab

1 Ramganga Bridge 161+348 13X50 m 140 140 2 14 14 14 13 13 13 Commisioned for Traffic2 Koshi Bridge 180+740 2X16.86+7X41 72 72 1 10 10 10 9 21 9 Commisioned for Traffic3 Bhakra Bridge 222+973 4X39 50 50 1 5 5 5 4 4 4 Commisioned for Traffic4 Baigul Bridge 226+400 4X39 50 50 1 5 5 5 4 4 4 Commisioned for Traffic5 Gagan Bridge 157+712 3X40 54 54 1 4 4 4 3 3 3 Commisioned for Traffic

6 Rahjeda Nala 168+474 4X29.5 42 42 1 5 5 5 16 4Completed,Approaches can not be completed as there is graveyard on A-1 side of the Bridge

7 Nakatia Nala 251+641 2x 9.81+1x 32.37 72 70 1 8 6 5 24 3RHS completed and LHS Superstructure is in progress (Planned for commisioned traffic 31 May'2014)

8 New Major Bridge (Kunda)178+240 3X20 56 56 1 8 8 8 24 6 Commisioned for Traffic

536 534 9 59 57 56 33 109 46

1 Karula Nala 159+465 1X30 16 16 1 2 2 2 4 1 Commisioned for Traffic2 Nuri Nala 225+582 3X17.4 24 24 1 4 4 4 12 3 Commisioned for Traffic3 Shanka Nala 236+338 1X40 24 24 1 2 2 2 1 1 1 Commisioned for Traffic

4 Devrania Nalla 245+255 1X32 4 well 8Superstructure is in progress ( planned for commisoned trafic in 28th May'14)

64 64 3 8 8 8 1 25 5

1 Minor Bridge 228+011 2 x6.765 Commisioned for Traffic

Status of Approaches

STATUS OF MAJOR STRUCTURE As on 30th April'14

Super StructureAchieved till date

MINOR BRIDGES (Pile Type)Sub Total 1

Structure NameSl. No. FoundationAchieved till dateAchieved till date

Sub-StructureChainages Span ArrangementTotal Scope

of Pile

MAJOR BRIDGES

Sub Total 2MINOR BRIDGES (Box Type)

2 Minor Bridge 228+400 5 x3.80 Commisioned for Traffic

3 Minor Bridge 231+467 1 Commisioned for Traffic

4 Minor Bridge 233+713 Commisioned for Traffic

5 Minor Bridge 268+222 Commisioned for Traffic

1 Moradabad Bypass 159.771 4X14+1X18 54 54 1 6 6 6 5 5 5 Commisioned for Traffic2 Moradabad Bypass 165.400 1X21.3+2X18+1X10.7 30 30 1 5 5 5 5 Commisioned for Traffic

3 Rampur Bypass 189.1001X38 12 12 1 2 2 2 8 1 Gabian Boxes for Approches is in progress

4 Mirganj 216.6851X55+ 4X31.25 72 72 1 12 12 12 40 10 Commisioned for Traffic

5 Fatehganj Realignment 234.900 3X22+1X23+1 X 26 72 72 2 12 12 12 40 10 Commisioned for Traffic

6 Bareilly Bypass 246.426 2x25+2x26+1x 33.100 64 57 1 10 10 10 32 8superstructure is in final stage (Planned for commisioned of traffic upto 30 May'14

304 297 7 47 47 47 5 125 39

1 Rampur Bypass 185+700 1X30 12 12 1 2 2 2 4 1 Completed

2 Milak Bypass 207+700 1X30 24 22 1 Both Side foundation in progress3 Mirganj 217+830 1X25 16 16 1 4 4 4 8 2 Commisioned for Traffic

4 Bareilly Bypass 262+587 1X30 24 24 1 2 2 2 3Superstructure is in progress (Planned for commisioned traffic upto 30 May'2014)

76 74 4 8 8 8 0 3

1 Bareilly Bypass 251+000 1X30 24 Work Stopped due to villagers agitation

79 Spans 980 969 23 122 120 119 39 259 93Bareilly Bypass (NH-74 Crossing)

Sub Total 3VUP's (Pile Type)

Grade SeparatorsSub Total 4

ROB's

Grand Total

P 1 f 1Page 1 of 1

3rd Lift 2nd lift 1st lift 1st Lift 2nd Lift 3rd Lift208+332208+495210+850228+011228+400

Fatehganj Bypass 231+450 Fatehganj Bypass233+713268+222

PREVIOUS MONTHDURING MONTH

Now Proposed in Millak Bypass (Not in C.A) Now proposed in Millak Bypass (Not in C.A)Now Proposed in Millak Bypass (Not in C.A) Now proposed in Millak Bypass (Not in C.A)

Crash BarrierApproach Slab Raft Approach Slab

Now proposed in Millak Bypass (Not in C.A)Now Proposed in Millak Bypass (Not in C.A)

WallExcavationSlab

Existing Bridge

Annexure ‐ IVCPROGRESS OF BOX TYPE MINOR BRIDGE

LHSCHAINAGE

RHS

PCC

Existing Bridge

Existing BridgeExisting Bridge

Wall

LEGEND

SlabCrash Barrier RaftExcavationPCC

3rd Lift 2nd lift 1st lift 1st Lift 2nd Lift 3rd Lift

169+225175+191185+700 Rampur Bypass (2 Lane)190+393192+057197+115

pilling completed at A1 Side (12nos) 207+700 Pilling completed at A2 Side (12no)217+570224+850

Fetehganj Bypass 232+860248+100

Girder Launching is in progress A1 Side 262+587 A1 Side Girder Launching is in progress

LEGENDPrevious MonthDuring Month

Annexure ‐ IVBPROGRESS OF VUP'S

Crash Barrier Slab PCCCHAINAGEWall

RHS

Approach Slab

LHS

Approach SlabCrash BarrierRaft ExcavationPCC ExcavationWall

SlabRaft

3rd Lift 2nd lift 1st lift 1st Lift 2nd Lift 3rd Lift

148+790149+670153+206155+601156+242157+077

158+400159+432160+116160+525162+800164+040172+475183+417186+670209+600213+780217+190217+400217 822

Milak Byapss

NOT REQUIRED

Annexure ‐ IVB

LHS RHS

CHAINAGEExcavation

PROGRESS OF PUP'S

WallPCCPCC

NOT REQUIRED

Crash BarrierWall

Slab Raft Approach SlabExcavation SlabRaftCrash Barrier

Milak Bypass

Approach Slab

217+822232+313238+551242+480 Shifted at Ch. 245+900

Structure Relocated Previous MonthDuring Month

LEGEND

of 2

Annexure ‐ IVC

3rd Lift 2nd lift 1st lift 3rd Lift 2nd lift 1st lift 1st Lift 2nd Lift 3rd Lift 1st Lift2nd Lift

3rd Lift

163+680166+600166+635169+783171+265171+500172+450172+690173+932173+958174+258174+583175+208176+665181+200182+330182+820183+328183+700184+476184+745185+745186+675187+125188+601189+490

N/AEnd Junction (In Progress) End Junction

N/A

N/A N/AN/AN/A

N/A

N/AN/A

N/A

N/AN/AN/A

N/AN/AN/A

N/A

MCW

Excavation

Wall

Raft

N/AN/A

N/A N/AN/A N/A

Slab

MCW Service Road

Raft

LHS RHS

CHAINAGE

PCC

WallService Road

Raft

L/A ProblemL/A Problem

BOX Culvert

Wall

SlabExcavation SlabCrash Barrier

PCC Raft

Wall

SlabPCC Excavation ExcavationCrash Barrier

PCC

N/A N/AN/A

N/A N/A

N/A N/A

189+490189+629190+020190+157190+192190+586191+587193+011194+300194+923195+426196+432196+980197+913200+432204+227204+512205+336205+867207+000207+808209+068209+435211+773213+236214+153216+530217+181218+540219+311219+572219+857220+674221+610

Milak BypassMilak Bypass


N/A N/A

Villagers are not Allowing to Construct Villagers are not Allowing to Construct

N/A N/A

L/A problem L/A problem

Not required at site Not Required at site

N/A N/AN/A N/A

N/A N/A

End Junction (In Progress) End Junction

N/A N/AN/A N/A



Milak Bypass Milak Bypass

of 2

3rd Lift 2nd lift 1st lift 3rd Lift 2nd lift 1st lift 1st Lift 2nd Lift 3rd Lift 1st Lift2nd Lift

3rd Lift

MCW

Excavation

Wall

RaftSlab

MCW Service Road

Raft

LHS RHS

CHAINAGE

PCC

WallService Road

Raft

Wall

SlabExcavation SlabCrash Barrier

PCC Raft

Wall

SlabPCC Excavation ExcavationCrash Barrier

PCC

223+526224+682228+789229+103229+970231+250231+625232+200232+700234+338234+620236+713238+000238+349238+570239+249239+352 Canal Crossing239+648240+298241+148241+848243+150243+671 Canal Crossing243+927244+908246+845247+140247+798248+073 Canal Crossing248+128

N/A

N/AN/AN/AN/AN/A

N/A

N/AN/AN/AN/AN/A

N/A

N/AN/AN/AN/AN/A

N/AN/AN/AN/A

N/A N/A

N/A

N/A N/AN/A N/A

N/AN/AN/A

N/AN/A

N/A

N/AN/AN/A

N/A

N/AN/A

N/AN/A

N/A

249+799250+420 Canal Crossing250+800252+553252+618 Canal Crossing252+653253+353254+560255+505256+600257+553258+704259+094259+504260+804262+104262+640 Canal Crossing263+348263+504263+814264+014264+735265+710266+029266+825

LEGENDNot required at site

DURING MONTH

N/AN/A

N/A

N/AN/AN/AN/AN/A

N/A

N/AN/AN/AN/AN/AN/A

N/A

N/A

N/AN/A

N/A

N/A

N/AN/AN/AN/A

N/AN/AN/AN/AN/A

N/AN/A

N/AN/A

N/AN/A

N/AN/AN/AN/AN/AN/AN/A

N/AN/A

PREVIOUS MONTH

148+670149+070149+320150+230150+830151+005151+760152+528152+870153+483153+889154+515154+890155+585155+620156+225156+260156+790157+060157+100158+375158+422158+795159+085160+505160+540164+030164+090165+789166+170167+980168+080

Final Lift PCC Excavation Excavation1st Lift up to invert level

2nd LiftPipe

LayingPCC

PROGRESS OF PIPE CULVERT

1st class bedding

Annexure ‐ IVC

CHAINAGE

RHS (MCW)LHS (Service Road) LHS (MCW)

Excavation1st Lift up to invert level

1st class bedding

Final LiftPipe

Laying2nd Lift

Pipe Laying

2nd Lift

RHS (Service Road)

PCC1st Lift up to invert

levelFinal Lift

Not Required Not Required

1st class bedding

1st Lift up to invert

levelPCC ExcavationFinal Lift 2nd Lift

Pipe Laying

1st class bedding

N/A

N/A N/AN/A 168+080

168+820170+360170+790171+895172+140173+885174+750176+290176+920177+352212+917213+540221+060221+980

Replaced in new location at 225+080 224+930 Replaced in new location at 225+080225+080230+676231+800233+515235+840

LEGEND

DURING MONTHPREVIOUS MONTH

NA(due to Villegers Agitation)

L/A ProblemL/A Problem L/A Problem

N/A

N/A

L/A Problem

L/A Problem(Toll Location)

N/AN/A

N/A N/A

N/AN/A N/A

N/A

NA(due to Villegers Agitation)

N/A

N/AN/A

N/A

N/AN/A

N/A

N/A N/A

Annexure –VA

Construction Programme v/s

Achievements of Major Items

Section1 Section2 Section3 Section1 Section2 Section3 Section1 Section2 Section3 Section1 Section2 Section3 Section1 Section2 Section3

1 C&G Ha 209.00 234.00 168.50 209.00 168.50 53.05 109.25 154.33 99.22 52.27% 65.95% 58.88% -47.73% -8.41% 87.03%2 Embankmant Cum 25,27,213.00 25,49,395.00 28,32,993.50 25,27,213.00 28,32,993.50 15,26,038.80 21,23,280.00 21,20,028.00 11,68,065.98 84.02% 83.16% 41.23% -15.98% -25.17% -23.46%3 Subgrade Cum 6,38,676.00 9,95,852.36 5,54,426.00 6,38,676.00 5,54,426.00 2,78,830.47 3,86,196.00 5,49,336.00 3,02,357.45 60.47% 55.16% 54.54% -39.53% -0.92% 8.44%4 GSB Cum 1,88,718.00 2,15,183.00 1,76,439.00 1,88,718.00 1,76,439.00 71,456.20 1,34,571.00 2,10,012.00 81,108.66 71.31% 97.60% 45.97% -28.69% 19.03% 13.51%5 WMM Cum 2,00,308.00 2,16,740.00 1,65,959.00 2,00,308.00 1,65,959.00 76,753.41 1,33,661.00 2,38,170.00 1,01,186.48 66.73% 109.89% 60.97% -33.27% 43.51% 31.83%6 DBM Cum 1,11,593.00 1,28,072.00 90,665.00 1,12,926.00 90,665.27 45,613.68 76,751.00 1,01,592.00 53,580.75 68.78% 79.32% 59.10% -32.03% 12.05% 17.47%7 BC Cum 38,145.00 44,149.00 30,902.00 36,812.00 30,902.00 7,956.50 25,566.00 37,058.00 4,922.25 67.02% 83.94% 15.93% -30.55% 19.92% -38.14%

PROGRESS OF CONSTRUCTION PROGRAMME v/s ACHIEVEMENTS OF MAJOR ITEMS

Project:Widening of Moradabad Bareilly Section of existing 2 Lane road to 4 lane dual carriageway of NH-24 from Km. 148.000 to Km. 269.8 and Construction of all Structures Between Km. 148.000 to 269.800

Remarks

HIGHWAY SECTOIN

Estimated Quantity (As per BOQ) Planned Till This Month Excecuted Till This Month Acheivement of % Vs Planned Executed Quantity till date ( In %)Sl. No Items Unit

7 BC Cum 38,145.00 44,149.00 30,902.00 36,812.00 30,902.00 7,956.50 25,566.00 37,058.00 4,922.25 67.02% 83.94% 15.93% 30.55% 19.92% 38.14%8 DLC Cum 1,743.00 1,743.00 - 1,743.00 1,743.00 - 2,333.60 2,316.00 - 133.88% 132.87% N/A 33.88% 32.87% N/A9 PQC Cum 3,366.00 3,365.00 - 3,365.00 3,365.00 - 5658.81 4,636.00 - 168.12% 137.77% N/A 68.17% 37.77% N/A

STRUCTURE1 Concrete

a M-15 Cum 23,599.00 5,857.00 5,547.00 23,000.00 6,835.00 9,057.46 15,402.56 9,993.76 1,768.25 65.27% 170.63% 31.88% -33.03% 46.21% -80.48%b M-20 Cum 20,764.00 9,225.00 15,869.00 21,881.00 15,869.00 13,119.52 78,690.00 24,918.92 5,264.50 378.97% 270.12% 33.17% 259.63% 57.03% -59.87%c M-25 Cum 36,359.00 33,441.00 15,812.00 36,472.00 15,812.00 3,969.95 17,200.50 24,760.33 7,674.64 47.31% 74.04% 48.54% -52.84% 56.59% 93.32%d M-30 Cum 21,600.00 2,412.00 144.00 21,988.00 144.00 6,931.00 3,894.42 9,093.40 910.45 18.03% 377.01% 632.26% -82.29% 6214.86% -86.86%e M-35 Cum 53,258.58 7,276.50 0.00 21,786.00 0.00 37,060.40 78,928.00 9,355.70 818.70 148.20% 128.57% - 262.29% 0.00% -97.79%f M-40 Cum 15,711.00 5,133.70 0.00 18,379.00 0.00 10,913.01 11,730.00 8,872.93 30.00 74.66% 172.84% - -36.18% 0.00% -99.73%

g M-45 Cum 23,244.00 0.00 0.00 12,377.00 0.00 0.00 5,734.13 - - 24.67% - - -53.67% 0.00% 0.00%2 HYSD Mt 15,191.00 3,365.90 1,456.00 17,123.99 2,183.81 8,349.41 14,745.52 2,798.00 670.19 97.07% 83.13% 46.03% -13.89% 28.12% -91.97%3 Misc. Work

RE W ll S 16 800 00 40 425 00 5 800 00 16 800 00 40 925 00 0 00 8 615 99 44 606 00 2 100 00 51 29% 110 34% 0 00% 48 71% 8 99% N/Aa RE Wall Sqm 16,800.00 40,425.00 5,800.00 16,800.00 40,925.00 0.00 8,615.99 44,606.00 2,100.00 51.29% 110.34% 0.00% -48.71% 8.99% N/A

b Thermoplastic Road Marking Sqm 38,076.00 39,214.00 25,615.00 38,076.00 39,214.00 25,615.00 10,300.00 24,847.00 0.00 27.05% 63.36% 0.00% -72.95% -36.64% -100.00%

c Kerb Casting LM 1,36,997.00 1,19,792.00 1,04,603.00 1,36,997.00 1,19,792.00 1,04,603.00 80,560.96 1,13,646.00 43,394.00 58.80% 94.87% 41.48% -41.20% -5.13% N/A

Page 1 of 1

Annexure –VB Parivartan

Community Interventions

Health InterventionsTwo Health Camps were organised one at Dalpatpur Village, Munda Pandey Block, Moradabad on 28th Jan 2014 & second at Shankarpur Village, Chamrawa Block, Rampur on 12th Feb 2014.

The Commissioner, Mr. Shiv Shankar inaugurated the Dalpatpur Health Camp Mr. Sanjay Kumar, DM Moradabad was also present on the occasion

A team of 4 doctors (2 General Physicians, 1 Gynecologist & 1 Ophthalmologist) assisted by the students of VivekanandCollege of Nursing attended to 402 patients in Dalpatpur Health Camp and 330 patients in Shankarpur Health CampCollege of Nursing attended to 402 patients in Dalpatpur Health Camp and 330 patients in Shankarpur Health Camp

Patients underwent a check‐up and were given free medicines and those with more serious ailments were referred to the Govt. Hospital

Community VisitsDuring the Winter break all the Parivartan trainers visited the communities in the vicinity of their schools to meet the Gram Pradhans as well as the parents of their students to obtain feedback on the Parivartan initiatives for impact assessment.

General Health Check‐Ups8 General Health Check Ups successfully organized in 8 Primary Schools of Bareilly District in the month of March 20148 General Health Check‐Ups successfully organized in 8 Primary Schools of Bareilly District in the month of March 2014. In which total 413 students examined by the doctor’s team.

I Love My India Activity (activity regarding India) have completed in 38 ERP & 20 Computer Bus Schools in which total 2580 students participated and enjoyed the activity.

Computer training for youth at Chamraua is in progress in which 15 to 18 girls & 8 to 10 boys attend classes regularly.

Use computer bus library books in computer bus after computer batch and in ERP classes before starting the class.

Commissioner & DM Sir Visited at Commissioner & DM Sir Visited at DalpatpurDalpatpur Camp Camp –– Photo GalleryPhoto Gallery

Commissioner Sir Inaugurate the Camp and DM Sir with them

Commissioner and DM Sir meet with Dr. Prateek Bansal

Commissioner and DM Sir meet with Dr. Ranjna Dhawan

Commissioner and DM Sir check the medicines

Annexure –VIA Status of Plant & Equipment

Mobilization

Four laning of Moradabag Bareilly section of NH 24 fron existing 2 lane from ch 148 to ch 262 on DBFOT basis

Section 1 Section 2 Section 3 Section 1 Section 2 Section 3

1 Excavator/JCB 5 1 10 5 9 11

2Soil Compactor/Roller: For Embankment, Subgrade , GSB & WMM

7 1 10 6 6 10

3Motor Grader : For Embankment, Subgrade & GSB

4 1 6 4 5 11

4Tipper/Trucks: Excavation, Embankment, Subgrade & GSB

37 3 70 36 41 114

5 Sensor Paver: 3 1 4 3 3 46 Tandem Roller : 3 1 2 2 4 57 Pnuematic Tyre Roller 1 1 1 1 1 28 WMM PLANT 1 1 1 1 1 29 BATCH TYPE HOT MIX PLANT 1 1 1 1 1 2

Annexure-VIA

Requirement as per Front available Total No. Mobilised

Plant Machineries Planned V/S mobilized

Description of EquipmentSl. No Remarks

10 Batch type concrete mixing unit 3 1 1 2 1 1

Page 1 of 1

Annexure –VII Quality Control Status

Up to Last Month

During this Month Cumulative Conducted Failed Passed Conducted Failed Passed Conducted Failed Passed

1Grain size analysis 278 0 278 0 0 0 278 0 278

Atterberg Limits(L.L. & P.L.) 278 0 278 0 0 0 278 0 278

Density Test (M.D.D. & O.M.C) 278 0 278 0 0 0 278 0 278

Free Swelling Index 278 0 278 0 0 0 278 0 278

Natural Moisture Content

C. B. R. Test 136 10 126 0 0 0 136 10 126Compaction Control Test (F.D.D) sets 96.766 0 96.766 963 1 962 0 0 0 963 1 962

2 EmbankmentGrain size analysis 1 test/1500 cum 1972895.54 17613.5 1990509.04 1315 1678 0 1678 12 12 0 12 1327 1690 0 1690

Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 1315 1678 0 1678 12 12 0 12 1327 1690 0 1690

Density Test (M.D.D. & 1 t t/1500 1315 1678 0 1678 12 12 0 12 1327 1690 0 1690

Total no. of Test Total Required as per

Frequency (MORT&H)S . No. Description of Test Requirement as per MORT&H (Clause 900)

Date : Mayl'2014Quantity of Work done (In Cum) Total Required as per

Frequency (MORT&H)

NATIONAL HIGHWAYS AUTHORITY OF INDIAFour Laning of Moradabad - Bareilly Road Section of NH- 24From Km 148.000 to Km 262.000 in the State of Utter Pradesh

Concessionaire : Moradabad Bareilly Expressway LimitedRamkyContractor : Ramky Infrastructure Ltd. Testing Laboratory :

Louis Berger Group, Inc.Quality Control Report

Package No. : Section I Period : 26 April' 14 to 25 May'14

Consultant :

Total no. of Test (Cumulative)

Existing Ground

Total no. of Test upto Total Required as per Frequency

(MORT&H)

O.M.C) 1 test/1500 cum 1315 1678 0 1678 12 12 0 12 1327 1690 0 1690

Free Swelling Index 1 test/1500 cum 1315 1678 0 1678 12 12 0 12 1327 1690 0 1690Compaction Control Test (F.D.D)sets

1 set/1000 sqm for embankment. 9670217.77 88067.5 9758285.27 9670 13179 120 13059 88 90 0 90 9758 13269 120 13149

3 Sub GradeGrain size analysis 1 test/1500 cum 396953.09 8961 405914.09 265 1242 0 1242 6 7 0 7 271 1249 0 1249


Density Test (M.D.D. & O.M.C) 1 test/1500 cum 265 1242 0 1242 6 7 0 7 271 1249 0 1249

Free Swelling Index 1 test/1500 cum 265 1242 0 1242 6 7 0 7 271 1249 0 1249

Natural Moisture Content 1 test/3000 cum 132 577 3 574 3 3 0 3 135 580 3 577

C. B. R. Test 1 set/ 500 sqm for sub grade 1633492.06 35844 1669336.06 3267 4743 103 4640 72 74 0 74 3339 4817 103 4714

Compaction Control Test (F.D.D)sets 3 months 139 0 139 0 0 0 139 0 139

Calibration of sand pouring cylinder 3 months 114 0 114 0 0 0 114 0 114

Calibration of Rapid Moisture Meter As required

Deleterious content As required4 Granular Sub Base

Gradation 1 test/200 cum 127528 4592 132120 638 938 0 938 23 27 0 27 661 965 0 965


Density Test (M.D.D. & O.M.C) Priliminary for mix design 2 0 2 0 0 0 2 0 2

10% fine value (soaked condition) As required 2 0 2 0 0 0 2 0 2Page 1 of 5condition) As required

C. B. R. Test As required 2 0 2 0 0 0 2 0 2Deleterious content As required 2 0 2 0 0 0 2 0 2

Page 1 of 5

Up to Last Month





Frequency (MORT&H)





Consultant :

Total no. of Test (Cumulative)Total no. of Test upto Total Required as per Frequency

(MORT&H)

Moisture content prior to compection 1test/250sqm

Density for compacted layer(sets) 1test/500 sqm 636827.9 22960 659787.9 1274 1661 10 1651 46 47 0 47 1320 1708 10 1698

5 WMMGradation 1 test/100 cum 138655.053 4258.00 142913.053 1387 1387 0 1387 43 44 0 44 1429 1431 0 1431A.I.V. 1 test/200 cum 693 729 0 729 21 25 0 25 715 754 0 754

71 Combined E.I. and F.I 1 test/200 cum 693 729 0 729 21 25 0 25 715 754 0 754


Density Test (M.D.D. & O.M.C) Priliminary for mix design 3 0 3 0 0 0 3 0 3

Density for compacted layer (sets) 1test/500 sqm 1068224.42 34064 1102288.42

2136 2791 21 277668

72 0 72 2205 2863 21 2842

Water absorpton of C.A. For source approval 3 0 3 0 0 0 3 0 3

Soundness test for C A F l If W ASoundness test for C.A. For source approval. If W.A.6 Prime Coat

Quality of Emulsion 1 test per lot

Rate of spread of emulsion1 test per 500 sqm and not less

than 2 tests per day 114 1581 0 1581 16 21 0 21 131 1602 0 1602

7 Tack CoatQuality of Emulsion 1 test per lot

Rate of spread of emulsion1 test per 500 sqm and not less

than 2 tests per day 3186 4306 0 4306 19 23 0 23 3205 4329 0 4329

8 Dense Bitumen MecadamQuality of Binder 1 test per lot

Gradation 1 set/400t mix and min 2 tests/ 461 760 0 760 67

0 7 466 767 0 767

Combined E.I. and F.I 1 test/ 50 cum 1535 1566 0 1566 19 23 0 23 1554 1589 0 1589A.I.V. 1 test/ 50 cum 1535 1566 0 1566 19 23 0 23 1554 1566 0 1589Water absorpton Priliminary 1 set for source 0 8 0 8 0 0 0 0 8 0 8Stripping Value Priliminary 1 set for source 0 2 0 2 0 0 0 0 2 0 2Sand Equavalant Value As required 0 2 0 2 0 0 0 0 2 0 2PI As required 0 2 0 2 0 0 0 0 2 0 2Soundness test Priliminary 1 set for source 0 1 0 1 0 0 0 0 1 0 1

Stability of Mix 1 set/400t mix and min 2 tests/ 461 760 0 760 67

0 7 466 767 0 767

Water Sensitivity of Mix Priliminary 1 set for source 02

02 0 0 0 0 2 0

2

Control of temp. of Binder content and the grading of the mix

At regular close interval0

0 0 0 0

Control of Binder content and the grading of the mix 1 set/400t mix and min 2 tests/

461 760 0 760 67

0 7 466 767 0 767

65356.1

1602617 1588 1604205

76760.55 930

57210.1 8146

77690.55

Page 2 of 51 set/400t mix and min 2 tests/ 7Rate of spread of mixed material At regular close interval 0

0 0 0 0

Page 2 of 5

Up to Last Month





Frequency (MORT&H)





Consultant :


(MORT&H)

Density of compacted layer One test per 250 sqm 4724 4971 0 4971 57 61 0 61 4781 5032 0 5032

9 Bituminious ConcreteQuality of Binder 1 test per lot

Gradation 1 set/400t mix and min 2 tests/ 149183 0 183

00

0 0149

183 0 183

Combined E.I. and F.I 1 test/ 50 cum 501 340 0 340 0 0 0 0 501 340 0 340A.I.V. 1 test/ 50 cum 501 340 0 340 0 0 0 0 501 340 0 340Polished Stone Value As required 0 1 0 1 0 0 0 0 1 0 1Water absorpton Priliminary 1 set for source 0 6 0 6 0 0 0 0 6 0 6Stripping Value Priliminary 1 set for source 0 6 0 6 0 0 0 0 6 0 6Sand Equavalant Value As required 0 1 0 1 0 0 0 0 1 0 1PI As required 0 1 0 1 0 0 0 0 1 0 1Soundness test Priliminary 1 set for source 0 1 0 1 0 0 0 0 1 0 1

Stability of Mix 1 set/400t mix and min 2 tests/ 149183 0 183

00

0 0149

183 0 183

Water Sensitivity of Mix 3 0 3

25053.513 0 25053.513

Water Sensitivity of Mix Priliminary 1 set for source 0 3 0 3 0 0 0 03 0 3

Control of temp. of Binder content and the grading of the mix At regular close interval 0 0 0 0 0

Control of Binder content and the grading of the mix 1 set/400t mix and min 2 tests/

149183 0 183

00

0 0149

183 0 183

Rate of spread of mixed material At regular close interval 0 0 0 0 0 0

Density of compacted layer One test per 250 sqm 0 1598 0 1598 0 0 0 0 01598 0 1598

10Quality of Binder 1 test per lot

Grain size analysis 1 set/400t mix and min 2 tests/

Combined E.I. and F.I 1 test/ 50 cum

A.I.V. 1 test/ 50 cum

Water Abrorption As required

Stripping Value Priliminary 1 set for source

Soundness test Priliminary 1 set for source

Quality of the Aggregate

Grain size 2 test per day per plant

P. I. As required

Control of temp. of Binder content and the grading of the mix At regular close interval

Control of Binder content and the grading of the mix Periodic & min 2 tests per day

Mastic Asphalt

Page 3 of 5Periodic & min. 2 tests per day Page 3 of 5

Up to Last Month





Frequency (MORT&H)





Consultant :


(MORT&H)

rate of spread of spreaded mixed material At regular close interval

Hardness number 1 test /400 t of mix min

11 CementFineness 95 161 0 161 0 0 0 161 0 161Consistancy 95 161 0 161 0 0 0 161 0 161

Initial and Final Setting time95

161 0 161 0 0 0 161 0 161

Compressive Strength cubes 493 0 493 0 0 0 493 0 493

Specific Gravity 25 0 25 0 0 0 25 0 2512 Water 0 0 0

Organic 22 0 22 0 0 0 22 0 22In-organic 22 0 22 0 0 0 22 0 22Sulphates 22 0 22 0 0 0 22 0 22

1 test / consignment 150

Structural Concrete

Preliminary 1 test for source l

0 150

Cholorides 22 0 22 0 0 0 22 0 22PH Value 22 0 22 0 0 0 22 0 22Suspended Matter 22 0 22 0 0 0 22 0 22

13 Steel 0 0 0Tensile Strength 70 0 70 0 0 0 70 0 70.2% Proof stress 70 0 70 0 0 0 70 0 70Elongation 70 0 70 0 0 0 70 0 70Bend test 70 0 70 0 0 0 70 0 70Re-Bend Test 70 0 70 0 0 0 70 0 70Mass per meter run 70 0 70 0 0 0 70 0 70

14 Admixture(MT) 1 test / consignment 18 0 18 0 0 0 18 0 1815 Quality of Coarse and fine Aggregate

Gradation 1 test / day 1790 0 1790 48 0 48 1838 0 1838

Water absorptionPreliminary 1 test for source

approval 32 0 32 0 0 0 32 0 32

A.I.V.Preliminary 1 test for source

approval 1479 0 1479 33 0 33 1512 0 1512

F.I. 1479 0 1479 33 0 33 1512 0 1512

SoundnessPreliminary 1 test for source

approval 16 0 16 0 0 0 16 0 16

Alkali aggregate reactivity test

Preliminary 1 test for source approval 21 0 21 0 0 0 21 0 21

Workability of fresh concrete 1 test/ transit mixer 20614 0 20614 89 0 89 20703 0 20703

16 Strength of ConcreteM 10 PCC

M 15 PCC 15263.96 138.60 15402.56 1922 0 1922 28 0 28 1950 0 1950M 20 PCC 2149.64 60.50 2210.14 606 0 606 4 0 4 610 0 610

approval

28 Days

1 test/lot

1 set per 1-5 cum, 2 set per 6-15 cum, 3 set per 16-30 cum, 4 set per 31-50 cum, 51 cum and above 4 set plus 1 set per every 50 cum

Page 4 of 5M 25 RCC 17049.85 150.65 17200.50 1039 0 1039 49 0 49 1088 0 1088M 30RCC 3894.42 0.00 3894.42 560 0 560 0 0 0 560 0 560M 35 RCC 36284.05 133.70 36417.75 3378 0 3378 58 0 58 3436 0 3436

Page 4 of 5

Up to Last Month





Frequency (MORT&H)





Consultant :


(MORT&H)

M 35 Pile 42510.88 0.00 42510.88 1954 0 1954 0 0 0 1954 0 1954M-20kerb 76290.41 188.50 76478.91 1455 0 1455 21 0 21 1476 0 1476M 40 RCC 9794.73 187.30 9982.03 1394 0 1394 61 0 61 1455 0 1455M-40Psc 1748.22 0.00 1748.22 895 0 895 0 0 0 895 0 895M-45 Psc 5731.63 2.50 5734.13 300.000 0.000 300.000 0 0 0 300 0 300

1 set Cubes per 150 m3/day 1.0000 73 073

0.0008

08 81 0 81

1 set Beams per 150 m3/day 1.0000 73 073

0.0008

08 81 0 81

17DLC 1 set Cubes per 150 m3/day 2707.00 0.00 2707.00 88.00 0.00 88.00 0.00 0.00 0.00 0.00 88.00 0.00 88.00

18 Hume PipesDimension Tolerence 72 0 72 0 0 0 72 0 72Straightness 72 0 72 0 0 0 72 0 72Permeability 68 0 68 0 0 0 68 0 68Three edge bearing 68 0 68 0 0 0 68 0 68Hydrostatic 68 0 68 0 0 0 68 0 68

1 test per lot (As per IS:458 & IS :3597)

M-45 PQC 5176.00 0.00 5176.00

Page 5 of 5Page 5 of 5

GR Infraprojects Ltd. Testing Laboratory : GRIL

Up to Last Month During this Month Cumulative Conducted Failed Passed Conducted Failed Passed Conducted Failed Passed

Grain size analysis 1 test/1500 cum 0 421 0 421 15 0 15 436 0 436Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 0 421 0 421 15 0 15 436 0 436Density Test (M.D.D. & O.M.C) 1 test/1500 cum 0 421 0 421 15 0 15 436 0 436Free Swelling Index 1 test/1500 cum 0 421 0 421 15 0 15 436 0 436C. B. R. Test 1 test/3000 cum 0 3 0 3 0 0 0 3 0 3

Compaction Control Test (F.D.D) 1 set/1000 sqm for emb. & 500 sqm for sub grade 0 3397 22 3375 72 0 72 3469 22 3447

Grain size analysis 1 test/1500 cum 1235 0 1235 10 0 10 1245 0 1245

Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 1235 0 1235 10 0 10 1245 0 1245Density Test (M.D.D. & O.M.C) 1 test/1500 cum 1235 0 1235 10 0 10 1245 0 1245Free Swelling Index 1 test/1500 cum 1235 0 1235 10 0 10 1245 0 1245C. B. R. Test 1 test/3000 cum 0 0 0 0 0 0 0 0 0


Grain size analysis 1 test/1500 cum 757 0 757 12 0 12 769 0 769

Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 757 0 757 12 0 12 769 0 769Density Test (M.D.D. & O.M.C) 1 test/1500 cum 757 0 757 12 0 12 769 0 769Free Swelling Index 1 test/1500 cum 757 0 757 12 0 12 769 0 769

From Km 148.000 to Km 262.000 in the State of Utter Pradesh

2095456.88

3

Sub Grade

May-14

Sl . No. Description of Test

OGL

Frequency test carried out at the time of borrow area

approval.

Total no. of Test (Previous month)

NATIONAL HIGHWAYS AUTHORITY OF INDIA

Concessionaire : Moradabad Bareilly Expressway LimitedContractor :Consultant :

Total no. of Test (Cumulative)Total no. of Test (Current month)

Quality Control Report

Period : From 26.04.2014 To 25.05.2014

Total Required as per Frequency (MOSRT&H)

Quantity of Work done (In Cum)

1

39020.38 2134477.26

Frequency test carried out at the time of borrow area

approval.2

Embankment

Four Laning of Moradabad - Bareilly Road Section of NH- 24

Louis Berger Group, Inc.

Requirement as per MOSRT&H (Clause 900)

gC. B. R. Test 1 test/3000 cum 357 0 357 6 0 6 363 0 363


Calibration of sand pouring cylinder 1 months 0 106 0 106 0 0 0 106 0 106Calibration of Rapid Moisture Meter 12 months 0 31 0 31 0 0 0 31 0 31

Gradation 1 test/200 cum 7 1255 7 1248 14 0 14 1269 7 1262Atterberg Limits(L.L. & P.L.) 1 test/200 cum 7 1255 0 1255 14 0 14 1269 0 1269Density Test (M.D.D. & O.M.C) Preliminary for mix design 0 0 0 0 0 0 0 0 0 010% fine value (soaked condition) As required 0 0 0 0 0 0 0 0 0 0C. B. R. Test As required 0 0 0 0 0 0 0 0 0 0Density for compacted layer 1test/500 sqm 14 2483 9 2474 34 0 34 2517 9 2508

Gradation 1 test/100 cum 32 2574 6 2568 38 0 38 2612 6 2606A.I.V. 1 test/200 cum 16 1595 0 1595 22 0 22 1617 0 1617Combined E.I. and F.I 1 test/100 cum 16 1595 0 1595 22 0 22 1617 0 1617Atterberg Limits(L.L. & P.L.) 1 test/100 cum 32 2574 0 2574 38 0 38 2612 0 2612Density Test (M.D.D. & O.M.C) Preliminary for mix design 0 5 0 5 0 0 0 5 0 5Density for compacted layer 1test/500 sqm 26 3137 9 3128 55 0 55 3192 9 3183

Rate of spread of emulsion 1 test per 500 sqm and not less than 2 tests per day 814941.71 0 814941.71 0 2025 0 2025 0 0 0 2025 0 2025

Rate of spread of emulsion 1 test per 500 sqm and not less than 2 tests per day 2424087.04 0 2424087.04 0 5204 0 5204 0 0 0 5204 0 5204

Quality of Binder 1 test per lot 972 0 972 0 0 0 972 0 972Dry Gradation 1 set/400t mix and min 2 tests/ 3151 0 3151 0 0 0 3151 0 3151Combined E.I. and F.I 1 test/ 50 cum 0 1691 0 1591 0 0 0 1691 0 1591A.I.V. 1 test/ 50 cum 0 1691 0 1691 0 0 0 1691 0 1691Stability of Mix 1 set/400t mix and min 2 tests/ 1012 0 1012 0 0 0 1012 0 1012Control of Binder content and the grading of the mix 1 set/400t mix and min 2 tests/ 972 0 972 0 0 0 972 0 972

7Tack Coat

8

Dense Bitumen Macadam

101804.55 0 101804.55

5

Wet Mix Macadam

235800.54 3218.68 239019.22

6Prime Coat

4

Granular Sub Base

208639.9 1415.09 210054.99

3600549.4 9761.03 610310.43

Page 1 of 3


May-14

Sl . No. Description of TestTotal no. of Test (Previous month) Total no. of Test (Cumulative)Total no. of Test (Current month)

Period : From 26.04.2014 To 25.05.2014


Quantity of Work done (In Cum)Requirement as per MOSRT&H

(Clause 900)

Density of compacted layer One test per 250 sqm 4214 0 4214 0 0 0 4214 0 4214





Softening Point 801 0 801 0 0 0 801 0 801Penetration 801 0 801 0 0 0 801 0 801Ductility 801 0 801 0 0 0 801 0 801Solubility 801 0 801 0 0 0 801 0 801

Softening Point 213 0 213 0 0 0 213 0 213Penetration 213 0 213 0 0 0 213 0 213Elastic Recovery 213 0 213 0 0 0 213 0 213

Gradation 1 test / day 0 1160 0 1160 21 0 21 1181 0 1181

11

PMB -40(E)

12

Quality of Course and fine Aggregate

10

Bitumen VG-30

9

Bituminous Concrete

36209.88 0 36209.88

9

Semi Dense Bituminous Concrete

963.378 0 963.378

A.I.V. Preliminary 1 test for source approval 0 1160 0 1160 21 0 21 1181 0 1181F.I. 0 1160 0 1160 21 0 21 1181 0 1181

M 15 PCC 9991.26 2.5 9993.76 12 2410 0 2410 8 0 8 2418 0 2418M 20 RCC & (KERB) 24756.42 162.5 24918.92 22 11859 0 11859 55 0 55 11914 0 11914M 25 RCC 24760.328 0 24760.328 12 3411 0 3411 0 0 0 3411 0 3411M 30 RCC 9093.402 0 9093.402 12 406 0 406 0 0 0 406 0 406M 35 RCC 9355.7 0 9355.7 0 2747 0 2747 0 0 0 2747 0 2747M 40 RCC 8868.18 4.75 8872.93 12 1835 0 1835 0 0 0 1835 0 1835

Fineness 71 0 71 1 0 1 72 0 72Consistency 71 0 71 1 0 1 72 0 72Initial Setting Time 71 0 71 1 0 1 72 0 72Final Setting Time 71 0 71 1 0 1 72 0 72

3 Days 191 0 191 3 0 3 194 0 1947 days 221 0 221 3 0 3 224 0 224

28 Days 203 0 203 0 0 0 203 0 203

Gradation 1 test / day 0 7 0 7 0 0 0 7 0 7A.I.V. 1 test / day 0 7 0 7 0 0 0 7 0 7F.I. 1 test / day 0 7 0 7 0 0 0 7 0 7Compressive strength 7 days 0 88 0 88 0 0 0 88 0 88Compaction Control Test (F.D.D) As required 0 54 0 54 0 0 0 54 0 54

7 ( Days ) 0 121 0 121 0 0 0 121 0 12128 ( Days ) 0 414 0 414 0 0 0 414 0 414

Beam 7 ( Days ) 0 105 0 105 0 0 0 105 0 105Beam 28 ( Days ) 0 221 0 221 0 0 0 221 0 221

7 ( Days ) 80 MM 0 306 0 306 0 0 0 306 0 306

28 ( Days ) 80 MM 0 291 0 291 0 0 0 291 0 291

7 ( Days ) 50 MM 0 399 0 399 0 0 0 399 0 399

28 ( Days ) 50 MM 0 414 0 414 0 0 0 414 0 414

15

DRY LEAN CONCRETE

2294.27 0 2294.27

14

Cement

Compressive strength

13

Strength of Concrete (7 days & 28 day)

5003.25

0 336289

Nos 586327.5

PAVEMENT QUALITY CONCRETE

17

CASTING OF PEVER BLOCKS

Nos 336289

As required 5003.25 0

0 586327.5

16

Page 2 of 3


May-14

Sl . No. Description of TestTotal no. of Test (Previous month) Total no. of Test (Cumulative)Total no. of Test (Current month)

Period : From 26.04.2014 To 25.05.2014


Quantity of Work done (In Cum)Requirement as per MOSRT&H

(Clause 900)

Glass Beads (Gradation) As required 18928.1 155.52 19083.62 0 97 0 97 0 0 0 97 0 9718

THERMOPLASTIC PAVEMENT MARKING

Page 3 of 3

Apco Infratech Limited Main Camp

S . No. Description of Test Requirement as per MOSRT&H (Clause 900)

Up to Last Month


1 Existing Ground (SOM) 546623.04 200 546823.04Grain size analysis 345 345 0 345 0 0 0 0 345 345 0 345Atterberg Limits(L.L. & P.L.) 345 345 0 345 3 3 0 3 348 348 0 348Density Test (M.D.D. & O.M.C) 345 345 0 345 0 0 0 0 345 345 0 345Free Swelling Index 345 345 0 345 0 0 0 0 345 345 0 345Natural Moisture Content 345 345 0 345 0 0 0 0 345 345 0 345C. B. R. Test 0 0 0 0 0 0 0 0 0 0 0 0Compaction Control Test (F.D.D) 1441 1441 0 1441 0 0 0 1441 1441 0 1441

2 Embankment 1124761.42 162876.00 1287637.42 0 0 0 0 0 0 0 0 0 0 0 0Grain size analysis 1 test/1500 cum 976 976 0 976 109 109 0 109 1085 1085 0 1085Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 976 976 0 976 109 109 0 109 1085 1085 0 1085Density Test (M.D.D. & O.M.C) 1 test/1500 cum 976 976 0 976 109 109 0 109 1085 1085 0 1085Free Swelling Index 1 test/1500 cum 976 976 0 976 109 109 0 109 1085 1085 0 1085Natural Moisture Content 1 test/250 cum 6460 6460 0 6460 652 652 0 652 7112 7112 0 7112

NATIONAL HIGHWAYS AUTHORITY OF INDIAFour Laning of Moradabad - Bareilly Road Section of NH- 24

From Km 236.500 to Km 269.800 in the State of Utter PradeshMoradabad Bareilly Expressway Limited

Louis Berger Group, Inc.Testing Laboratory :

Concessionaire :Contractor :Consultant :

Total Required as per

Frequency(MOSRT&H)

Total no. of Test (Cumulative)

Quality Control ReportPackage No. : Section IIIPeriod : 26.04.2014 to 25.05.2014

Quantity of Work done (In Cum)Total Required as

per Frequency (MOSRT&H)


Frequency(MOSRT&H)

Total no. of Test (UP to Previous month)

May'14 Total no. of Test (Current

month)

C. B. R. Test 1 test/3000 cum 500 500 0 500 55 55 0 55 555 555 0 555

Compaction Control Test (F.D.D)1 set/1000 sqm for emb. & 500 sqm for sub grade 7353 7353 0 7353 852 852 0 852 8205 8205 0 8205

3 Sub Grade 281570.31 33646 315216.31 0 0 0 0 0 0 0 0 0Grain size analysis 1 test/1500 cum 216 216 0 216 23 23 0 23 239 239 0 239Atterberg Limits(L.L. & P.L.) 1 test/1500 cum 216 216 0 216 23 23 0 23 239 239 0 239Density Test (M.D.D. & O.M.C) 1 test/1500 cum 216 216 0 216 23 23 0 23 239 239 0 239Free Swelling Index 1 test/1500 cum 216 216 0 216 23 23 0 23 239 239 0 239Natural Moisture Content 1 test/250 cum 1695 1695 0 1695 135 135 0 135 1830 1830 0 1830C. B. R. Test 1 test/3000 cum 125 125 0 125 12 12 0 12 137 137 0 137

Compaction Control Test (F.D.D)1 set/1000 sqm for emb. & 500 sqm for sub grade 3533 3533 0 3533 170 170 0 170 3703 3703 0 3703

4 Granular Sub Base 104720.98 10857.84 115578.82 0 0 0 0 0 0 0 0 0 0 0 0Gradation 1 test/200 cum 602 602 0 602 55 55 0 55 657 657 0 657Atterberg Limits(L.L. & P.L.) 1 test/200 cum 602 602 0 602 55 55 0 55 657 657 0 657Density Test (M.D.D. & O.M.C) Priliminary for mix design 3 3 0 3 0 0 0 0 3 3 0 310% fine value (soaked condition) As required 2 2 0 2 0 0 0 0 2 2 0 2C. B. R. Test As required 3 3 0 3 0 0 0 0 3 3 0 3Deleterious content As required 1 1 0 1 0 0 0 0 1 1 0 1Moisture content prior to compection 1test/250sqm 1896 1896 0 1896 218 218 0 218 2114 2114 0 2114Density for compacted layer 1test/500 sqm 1303 1303 0 1303 109 109 0 109 1412 1412 0 1412

5 Wet Mix Mecadam 122360.27 18256.73 140617 0 0 0 0 0 0 0 0 0Gradation 1 test/100 cum 1139 1139 0 1139 183 183 0 183 1322 1322 0 1322A.I.V. 1 test/200 cum 916 916 0 916 92 92 0 92 1008 1008 0 1008Combined E.I. and F.I 1 test/200 cum 916 916 0 916 92 92 0 92 1008 1008 0 1008Atterberg Limits(L.L. & P.L.) 1 test/100 cum 961 961 0 961 183 183 0 183 1144 1144 0 1144Density Test (M.D.D. & O.M.C) Priliminary for mix design 4 4 0 4 0 0 0 0 4 4 0 4Density for compacted layer 1test/500 sqm 1596 1596 0 1596 328 328 0 328 1924 1924 0 1924

Page 1 of 4


Up to Last Month



Frequency(MOSRT&H)

Total no. of Test (Cumulative)Quantity of Work done (In Cum)

Total Required as per Frequency

(MOSRT&H)


Frequency(MOSRT&H)


Total no. of Test (Current month)

Water absorpton of C.A. For source approval 1 1 0 1 0 0 0 0 1 1 0 1

Soundness test for C.A. For source approval. If W.A. 1 1 0 1 0 0 0 0 1 1 0 16 Prime Coat 291871.75 37094 328965.75 0 0 0 0 0 0 0 0 0

Quality of Emulsion 1 test per lot 11 11 0 11 1 1 0 1 12 12 0 12

Rate of spread of emulsion1 test per 500 sqm and not less than 2 tests per day 585 585 0 585 74 74 0 74 659 659 0 659

7 Tack Coat 665879.75 104835 770714.75 0 0 0 0 0 0 0 0 0Quality of Emulsion 1 test per lot 13 13 0 13 1 1 0 1 14 13 0 14

Rate of spread of emulsion1 test per 500 sqm and not less than 2 tests per day 1614 1614 0 1614 210 210 0 210 1824 1824 0 1824

8 Dense Bitumen Mecadam 61097.12 6296.58 67393.7 0 0 0 0 0 0 0 0 0Quality of Binder 1 test per lot 364 634 0 364 38 38 0 38 402 672 0 402

Grain size analysis 1 set/400t mix and min 2 tests/ 364 634 0 364 38 38 0 38 402 672 0 402Combined E.I. and F.I 1 test/ 50 cum 1160 1160 0 1160 126 126 0 126 1286 1286 0 1286A.I.V. 1 test/ 50 cum 1160 1160 0 1160 126 126 0 126 1286 1286 0 1286Water absorpton Priliminary 1 set for source 1 1 0 1 0 0 0 0 1 1 0 1Stripping Value Priliminary 1 set for source 1 1 0 1 0 0 0 0 1 1 0 1Sand Equavalant Value As required 0 0 0 0 0 0 0 0 0 0 0 0PI As required 0 0 0 0 0 0 0 0 0 0 0 0Soundness test Priliminary 1 set for source 1 1 0 1 0 0 0 0 1 1 0 1

Stability of Mix 1 set/400t mix and min 2 tests/ 490 490 0 490 38 38 0 38 528 528 0 528Water Sensitivity of Mix Priliminary 1 set for source 1 1 0 1 0 0 0 0 1 1 0 1Control of temp. of Binder content and the grading of the mix At regular close interval 0 0 0 0 0 0 0 0 0 0 0 0Control of Binder content and the grading of the mix 1 set/400t mix and min 2 tests/ 364 364 0 364 38 38 0 38 402 402 0 402Rate of spread of mixed material At regular close interval 0 0 0 0 0 0 0 0 0 0 0 0Density of compacted layer One test per 250 sqm 3548 3548 0 3548 376 376 0 376 3924 3924 0 3924

9 Bituminious Concrete 5931.76 1163.55 7095.31 0 0 0 0 0 0 0 0 0Quality of Binder 1 test per lot 47 47 0 47 7 7 0 7 54 54 0 7

Grain size analysis 1 set/400t mix and min 2 tests/ 47 47 0 47 7 7 0 7 54 54 0 7Combined E.I. and F.I 1 test/ 50 cum 101 101 0 101 24 24 0 24 125 125 0 24A.I.V. 1 test/ 50 cum 101 101 0 101 24 24 0 24 125 125 0 24Polished Stone Value As required 0 0 0 0 0 0 0 0 0 0 0 0Water absorpton Priliminary 1 set for source 0 0 0 0 0 0 0 0 0 0 0 0Stripping Value Priliminary 1 set for source 0 0 0 0 0 0 0 0 0 0 0 0Sand Equavalant Value As required 0 0 0 0 0 0 0 0 0 0 0 0PI As required 0 0 0 0 0 0 0 0 0 0 0 0Soundness test Priliminary 1 set for source 0 0 0 0 0 0 0 0 0 0 0 0

Stability of Mix 1 set/400t mix and min 2 tests/ 48 48 0 48 7 7 0 7 55 55 0 7Water Sensitivity of Mix Priliminary 1 set for source 0 0 0 0 0 0 0 0 0 0 0 0Control of temp. of Binder content and the grading of the mix At regular close interval 0 0 0 0 0 0 0 0 0 0 0 0Control of Binder content and the grading of the mix 1 set/400t mix and min 2 tests/ 47 47 0 47 7 7 0 7 54 54 0 7Rate of spread of mixed material At regular close interval 0 0 0 0 0 0 0 0 0 0 0 0

Page 2 of 4


Up to Last Month



Frequency(MOSRT&H)



(MOSRT&H)


Frequency(MOSRT&H)



Density of compacted layer One test per 250 sqm 411 411 0 411 62 62 0 62 473 473 0 6210

Quality of Binder 1 test per lot

Grain size analysis 1 set/400t mix and min 2 tests/Combined E.I. and F.I 1 test/ 50 cumA.I.V. 1 test/ 50 cumWater Abrorption As requiredStripping Value Priliminary 1 set for sourceSoundness test Priliminary 1 set for sourceQuality of the AggregateGrain size 2 test per day per plantP. I. As requiredControl of temp. of Binder content and the grading of the mix At regular close intervalControl of Binder content and the grading of the mix Periodic & min. 2 tests per day

rate of spread of spreaded mixed material At regular close intervalHardness number 1 test /400 t of mix minStructural Concrete 19495.89 1291.15 20787.04 0

11 Cement(Bag) 126834 7800 134634 0Fineness 62 62 0 62 1 1 0 1 63 63 0 63

Mastic Asphalt

Consistancy 59 59 0 59 1 1 0 1 60 60 0 60Initial and Final Setting time 59 59 0 59 1 1 0 1 60 60 0 60Compressive Strength 190 190 0 190 6 6 6 196 196 0 196Specific Gravity 24 24 0 24 0 0 0 0 24 24 0 24

12 Water 0Organic 3 5 0 3 0 0 0 0 3 3 0 3In-organic 3 5 0 3 0 0 0 0 3 5 0 3Sulphates 3 5 0 3 0 0 0 0 3 5 0 3Cholorides 3 5 0 3 0 0 0 0 3 5 0 3PH Value 7 9 0 7 0 0 0 0 7 9 0 7Suspended Matter 3 5 0 3 0 0 0 0 3 5 0 3

13 Steel 640.8 0 640.8 0Tensile Strength 17 17 0 17 0 0 0 0 17 17 0 17.2% Proof stress 17 17 0 17 0 0 0 0 17 17 0 17Elongation 17 17 0 17 0 0 0 0 17 17 0 17Bend test 17 17 0 17 0 0 0 0 17 17 0 17Re-Bend Test 17 17 0 17 0 0 0 0 17 17 0 17Mass per meter run 17 17 0 17 0 0 0 0 17 17 0 17

14 Admixture(MT) 1 test / consignment 50.75 0 50.75 7 7 0 7 0 0 0 0 7 7 0 715

Gradation 1 test / day 681 681 681 653 30 30 0 30 711 711 681 683

Water absorptionPreliminary 1 test for source approval 58 58 0 58 30 30 0 30 88 88 0 88

A.I.V.Preliminary 1 test for source approval 676 676 0 676 30 30 0 30 706 706 0 706

F.I. 681 681 0 681 30 30 0 30 711 711 0 711

SoundnessPreliminary 1 test for source approval 29 29 0 29 0 0 0 0 29 29 0 29

1 test / consignment

Preliminary 1 test for source approval

1 test/lot

Quality of Course and fine Aggregate

Page 3 of 4


Up to Last Month



Frequency(MOSRT&H)



(MOSRT&H)


Frequency(MOSRT&H)



Alkali aggregate reactivity testPreliminary 1 test for source approval 1 1 0 1 0 0 0 0 1 1 0 1

Workability of fresh concrete 1 test/ transit mixer 2691 2691 0 2691 216 216 0 216 2907 2907 0 290716

M 15 PCC(40 mm) 0 0 0.00 0 0 0 0 0 0 0 0 0 0 0 0M 15 PCC 1636.75 131.50 1768.25 1252 1252 0 1252 56 56 0 56 1308 1308 0 1308M 20 (KERB) 6.5 77.50 84.00 6 6 0 6 6 6 0 6 12 12 0 6M 25 RCC 4464 716.50 5180.50 1477 1477 0 1477 128 128 0 128 1605 1605 0 1605M 30 RCC 7374.19 300.45 7674.64 3650 3650 0 3650 91 91 0 91 3741 3741 0 3741M 35 RCC 859.40 51.05 910.45 606 606 0 606 25 25 0 25 631 631 0 631M 40 RCC 810.55 8.15 818.70 697 697 0 697 16 16 0 16 713 713 0 713M 45 RCC 24 6.00 30.00 10 10 0 10 4 4 0 4 14 14 0 10

16Dimension Tolerence 1 1 0 1 1 1 0 1Straightness 1 1 0 1 1 1 0 1Permeability 1 1 0 1 1 1 0 1Three edge bearing 1 1 0 1 1 1 0 1Hydrostatic 1 1 0 1 1 1 0 1* As and when required

1 test per lot (As per IS:458 & IS :3597)

1 set per 1-5 cum, 2 set per 6-15 cum, 3 set per 16-30 cum, 4 set

per 31-50 cum, 51 cum and above 4 set plus 1 set per every

50 cum

Strength of Concrete

Hume Pipes

Page 4 of 4

Annexure –VIII Current Status of Design

& Drawings

Status of Drawings Annexure-VIII

Sr. No.

Design and Drawings Unit

Total Design & Drawings

for the Project

Approved Design & Drawings

Design & Drawing Balance

Remarks/Reason Under Approval

of IE

New submitte

d this Month

Under Preparati

on/ Revision

Drawings yet to be Prepared

Balance Drawings yet to be

Submitted

1 Plan & Profile and Cross Sections

A Main Carriageway Kms 122 122.00 0 0 0 0

B Service Road Kms 21.705 20.105 0 0 1.6 1.6 2 Toll Plaza

Building drawing & Layout plan

2 2 0 0

3 Major bridges

A Foundation and

Substructure Nos. 8 8 0 0

B Superstructure Nos. 8 8 0 0 0 4 Minor bridges

A Foundation and

Substructure Nos. 09 9

B Superstructure Nos. 09 9 0 0 0 5 Culverts

A Foundation and

Substructure Nos. 163 163 0 0

B Superstructure Nos. 163 163 0 0

6 Flyover/Grade/ROB separator/Underpasses

A Foundation and

Substructure Nos. 43 43 0 0 0

B Superstructure Nos. 43 42 1 0 0

7 Any other miscellaneous drawings 27 27 0 0

Annexure –IX Status of Review of Source

Approval

S.No. SOURCE ITEM Submitted onLetter No.

Approved On

Letter No

Section ‐2 : M15PCC, M15PCC with 40mm agg. M20PCC, M20RCC, M25RCC, M30RCC,

Jan 28, 2011 533 02‐05‐11 1026, 1027

Section ‐3 : M15PCC, M15PCC with 40mm agg. M20PCC, M20RCC, M25RCC, M30RCC, Concrete mix design M20 for Kerb RCC M40 GRADE

Jan 28, 2011 448

Section ‐ 2 Lalkuan, Bajpur, 3rd partyTest Results

Section ‐ 3 Lalkuan, 3rd party Test Results

3

Birla Khajuraoh, Ultratec, Manglam,(Birla Uttam) (Company Profile & MTC), JAYPEE Cement,Birla Gold, Shree , prism,Binani, Rock Stock,

Cement Jan 28, 2011450, 455

30‐3‐2011, 1013

4 FOSROC & SIKAMENT Admixture Jan 28, 2011 450 29‐3‐2011, 10105 SAIL, TISCO, JSW Steel (Company Profile & MTC) Jan 28, 2011 450 29‐3‐2011, 1010

10086 452Jan 28, 2011MIX DESIGN OF WMM& GSB JMF for GSB &WMM 26‐03‐11

STATUS OF SOURCE APPROVAL

Annexure‐IX

1

Aggregate2

04‐07‐2011, 08‐12‐2011

10124 ,10396

100726‐03‐2011,

Jan 28, 2011 Jan 28, 2011, Feb 14, 2011, Feb 22, 2011

448, 455, 490, 502

Concrete Mix Design

Section ‐ 1 Bajpur, Lalkuan ,3rd Party Test Results

Section ‐ 1 : M15PCC, M20PCC, M25RCC, M30RCC, M35RCC, M35 Piling M40RCC, M20 Kerb, M40PSC, M45PSC,M‐20 kerb, Shri Ultra ( M‐45, M‐40 PAC, M‐40(RCC), M‐

35 (pile), M‐35 (RCC), M‐30 (RCC) , M‐

25(RCC), M‐20(KERB), M‐20(PCC), M‐

15(PCC)

Jan 28, 2011 450

7 Sanfield (India) Limited.

Strip Seal Type Expansion Joint System, Elastomeric Bearings & Pot/Pot‐cum‐PTEF Bearings for Major Bridges including ROB Portion

Feb. 2, 2011 463 07‐02‐11 Approved By IE

8 Dynamic Prestressing Prestressing for Bridge Superstructure Feb. 2, 2011 463 Feb. 7, 2011

9 Dyal Group of Companies Hume Pipe Feb. 2, 2011 463 Feb. 7, 201110 Reinforced Earth India Pvt. Ltd. Reinforced Soil Wall System Feb. 2, 2011 463 Feb. 7, 2011

11 HPCL & IOCL, M/S HINCOL, BPCLBitumen Catonic Emulsion SS1 & RS1 & VG 30 Grade

Jan 28,2011 Feb. 9, 2011, Mar. 7, 2011,

450, 478, 522A

1/4/2011, 25/05/2012

1014 , 10666

12 A.R. Thermoplast (Kataline)Emulsion, CRMB, PMB, Metal Beam Crash Barrier, Road Marking Paint & Safety Signage

Feb. 26, 2012 515

13 Sikka India pvt Ltdb Salimar Seal & Tar prodects

cBase Construction chemical (India) pvt ltd

Curing Compound

14 Shalimar Seal & Tar Prod Grouting Mix Design with Sebex‐100 11‐10‐11 1013

15 DBM ‐ II, DBM Mix Design (Grade‐2) Feb 22, 2011 501, 502

07‐07‐11 10130

16 JMF of DBM 25‐03‐11 56017 Design of Filter Media sec 2 26‐03‐11 562

18 PMB‐40 20‐Oct 1041 15‐Nov 10360

19 Mix Design DLC ( Vikram Ultratech, Birla mangalam) , PQC

96413‐09‐2011 , 9 ‐11‐2011

10350

20 Mix Design of BC (Sec‐2) Grade‐1 (PMB‐40) 02‐02‐12 1291 21‐02‐12 10516

10086 452Jan 28, 2011MIX DESIGN OF WMM & GSB

Curing Compound

JMF for GSB & WMM

05‐07‐11

26 03 11

10127

Page 1 of 1

Annexure –X Weather Report

Max. ( oC) Min. ( oC)

26-Apr-14 36.00 19.00 - 66 sunny27-Apr-14 35.00 18.00 - 66 sunny28-Apr-14 34.00 18.00 - 67 sunny29-Apr-14 34.00 17.00 - 66 sunny30-Apr-14 33.00 18.00 - 66 sunny1-May-14 35.00 19.00 - 67 sunny2-May-14 36.00 19.00 - 66 sunny3-May-14 34.00 18.00 - 67 sunny4-May-14 36.00 19.00 - 66 sunny5-May-14 34.00 18.00 - 67 sunny6-May-14 33.00 17.00 - 66 sunny

7-May-14 34.00 17.00 - 66 sunny

8-May-14 36.00 18.00 - 67 sunny

9 M 14 67

WeatherHumidity (%)

Annexure-X

Date Temparature Rain fall (mm)

WEATHER REPORT (Section-1) Main Camp

9-May-14 40.00 25.00 - 67 sunny

10-May-14 39.00 21.00 - 66 sunny

11-May-14 39.00 20.00 - 66 sunny

12-May-14 38.00 20.00 - 66 sunny

13-May-14 38.00 18.00 - 67 sunny

14-May-14 38.00 19.00 - 66 sunny15-May-14 39.00 23.00 - 67 sunny

16-May-14 38.00 21.00 - 66 sunny

17-May-14 39.00 23.00 - 66 sunny

18-May-14 38.00 22.00 - 67 sunny

19-May-14 38.00 21.00 - 66 sunny

20-May-14 39.00 22.00 - 66 sunny

21-May-14 38.00 21.00 - 66 sunny

22-May-14 39.00 22.00 - 67 sunny

23-May-14 39.00 22.00 - 66 sunny

24-May-14 38.00 21.00 - 67 sunny25-May-14 39.00 22.00 - 66 sunny

Page 1 of 1

Max. ( oC) Min. ( oC)

26-Apr-14 33.20 24.40 - 60 Sunny27-Apr-14 33.40 23.90 - 62 Sunny28-Apr-14 34.90 24.10 - 66 Sunny29-Apr-14 34.70 24.30 - 60 Sunny30-Apr-14 34.20 23.70 - 62 Sunny1-May-14 34.00 28.70 - 67 Sunny2-May-14 34.40 28.30 - 62 Sunny3-May-14 33.50 26.50 - 61 Sunny4-May-14 36.00 26.90 - 66 Sunny5-May-14 35.90 27.00 - 68 Sunny6-May-14 37.20 27.40 - 68 Sunny7-May-14 36.90 27.20 - 66 Sunny8-May-14 36.70 27.00 - 68 Sunny

38 90 27 40 70

Annexure-X

WEATHER REPORT (Section-2)

Date Temparature Rain fall (mm) Humidity (%) Weather

9-May-14 38.90 27.40 - 70 Sunny

10-May-14 38.60 27.30 - 66 Sunny

11-May-14 36.70 26.00 - 61 Sunny

12-May-14 34.00 24.20 - 59 Sunny/Rainy

13-May-14 32.70 24.10 - 60 Sunny

14-May-14 35.90 24.80 - 62 Sunny

15-May-14 36.00 25.60 - 66 Sunny16-May-14 36.40 26.70 - 66 Sunny17-May-14 36.80 27.00 - 67 Sunny

18-May-14 36.80 28.10 0 67 Sunny

19-May-14 37.00 28.40 - 68 Sunny

20-May-14 37.40 28.20 - 66 Sunny

21-May-14 37.40 28.20 - 69 Sunny

22-May-14 39.00 28.60 - 60 Sunny

23-May-14 39.60 28.40 - 60 Sunny

24-May-14 40.20 28.70 - 61 Sunny25-May-14 40.80 28.70 - 58 Sunny

Page 1 of 1

Max. ( oC) Min. ( oC)26-Apr-14 20.20 37.40 nill 68 sunny27-Apr-14 20.00 37.60 nill 72 sunny28-Apr-14 20.20 37.20 nill 70 sunny29-Apr-14 20.10 37.40 nill 71 sunny30-Apr-14 20.20 38.20 nill 71 sunny1-May-14 20.10 37.40 nill 71 rain2-May-14 20.60 38.30 17 mm 78 sunny3-May-14 20.30 38.70 nill 72 sunny4-May-14 20.40 37.90 4 mm 68 rain+sunny5-May-14 20.10 37.40 Nill 71 Sunny6-May-14 20.20 37.20 Nil 71 Sunny7-May-14 20.40 37.60 nill 70 Sunny8-May-14 20.10 37.40 Nil 71 Sunny9 M 14 20 10 37 40 ill 71 S

Annexure-X

WEATHER REPORT (Section-3)

DateTemparature

Rain fall (mm) Humidity (%) Weather

9-May-14 20.10 37.40 nill 71 Sunny10-May-14 20.00 37.20 nill 70 Sunny11-May-14 20.10 37.40 nill 71 Sunny12-May-14 20.20 37.80 Nill 71 Sunny13-May-14 20.10 37.40 Nill 71 Sunny14-May-14 20.10 37.40 Nill 71 Sunny15-May-14 20.10 37.40 Nill 71 Sunny16-May-14 20.20 37.40 nill 72 Sunny17-May-14 20.20 37.80 nill 70 Sunny18-May-14 20.00 37.60 Nill 72 Sunny19-May-14 20.10 37.40 nill 71 Sunny20-May-14 20.10 37.50 Nil 71 Sunny21-May-14 20.10 37.40 Nil 71 Sunny22-May-14 20.40 38.20 nill 69 Sunny23-May-14 28.40 41.80 Nil 68 Sunny24-May-14 26.40 40.20 Nil 54 Sunny25-May-14 27.60 40.40 Nil 51 Sunny

Page 1 of 1

Annexure –XI

Projects - Curve

S-CURVE Annexure ‐ XI

6.23%

6.65% 6.58%

7.00%

96.08% 97.29% 98.36% 99.01% 99.41% 99.70% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00%100.00%Cumm. Planned Cumm. Acheived

4.92%

4 49%

5.22% 5.32%

4.77%

4 47%

5.27%

5.62% 5.66%5.50%

5.24%

5.00%

6.00%

71.81%

77.31%

82.54%86.68%

90.12%92.12%

94.39%96.08%

69 88% 71 03% 72.18%74.43% 75.70%

79.50%81.50% 82.50%

84.50% 84.75% 85.00% 85.80%

3.22%

4.03%

4.49%

2 95%

3.86%

4.47%

4.13%

3.44%3.50%

4.30%

3.61%

3.00%

3.80%4.00%

Series1

Series246.92%50.78%

55.26%

60.53%

66.14%

46 16%48.54% 49.99% 50.63% 51.50% 52.75% 54.05%

56.50% 58.07%60.00%

62.38%64.38%

67.23%69.88% 71.03%

2.95%

2.38%2.57%

2.01%

2.27%

1.69%1 46%

2.11%

1.56% 1.55% 1.50%

2.65%2.40%

%

2.38%

1 45%

2.45%

1.57%

1.93%

2.38%

2.00%

2.85%2.65%

2.25%2.00% 2.00%

2.00%

3.00%

22.71%

28.94%31.89%

34.27%36.84%

42.16%

22.96% 24.52% 25.00%

29.30% 30.44% 31.99% 33.49% 34.50%38.11%

40.76%43.16%

46.16%

0.83%

1.20%1.08%

0.65%0.40%

0.28% 0.30%

0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

1.33%1.46%

1.33%

0.48%

1.14%1.01%

1.45%

0.65%0.87%

1.25% 1.30%1.15% 1.15%

1.27%

1.00%

0.25% 0.25%

0.80%1.00%

0.83%4.05%

8.08%

13.00%

17.49%

1.33% 2.79%6.29%

12.94%15.05% 16.38%

Dec-10 Jan-11 Feb-11 Mar-11 Apr-11 May-11 Jun-11 Jul-11 Aug-11 Sep-11 Oct-11 Nov-11 Dec-11 Jan-12 Feb-12 Mar-12 Apr-12 May-12 Jun-12 Jul-12 Aug-12 Sep-12 Oct-12 Nov-12 Dec-12 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Sep-13 Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Apr-14 May-14

Monthly Planned 0.83% 3.22% 4.03% 4.92% 4.49% 5.22% 6.23% 2.95% 2.38% 2.57% 5.32% 4.77% 3.86% 4.47% 5.27% 5.62% 5.66% 5.50% 5.24% 4.13% 3.44% 2.01% 2.27% 1.69% 1.20% 1.08% 0.65% 0.40% 0.28% 0.30% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%Monthly Achieved 1.33% 1.46% 3.50% 6.65% 2.11% 1.33% 6.58% 1.56% 0.48% 4.30% 1.14% 1.55% 1.50% 1.01% 3.61% 2.65% 2.40% 3.00% 2.38% 1.45% 0.65% 0.87% 1.25% 1.30% 2.45% 1.57% 1.93% 2.38% 2.00% 2.85% 2.65% 1.15% 1.15% 2.25% 1.27% 3.80% 2.00% 1.00% 2.00% 0.25% 0.25% 0.80%Cumm Planned 0.83% 4.05% 8.08% 13.00% 17.49% 22.71% 28.94% 31.89% 34.27% 36.84% 42.16% 46.92% 50.78% 55.26% 60.53% 66.14% 71.81% 77.31% 82.54% 86.68% 90.12% 92.12% 94.39% 96.08% 97.29% 98.36% 99.01% 99.41% 99.70% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00%

Month

0.00%1 2 3 4 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 41 42

Cumm Achieved 1.33% 2.79% 6.29% 12.94% 15.05% 16.38% 22.96% 24.52% 25.00% 29.30% 30.44% 31.99% 33.49% 34.50% 38.11% 40.76% 43.16% 46.16% 48.54% 49.99% 50.63% 51.50% 52.75% 54.05% 56.50% 58.07% 60.00% 62.38% 64.38% 67.23% 69.88% 71.03% 72.18% 74.43% 75.70% 79.50% 81.50% 82.50% 84.50% 84.75% 85.00% 85.80%

Annexure –XII

Major Hindrances (Religious Structure, HT line &

LT line)

From To Length (m)Width (m)

Area (LxW)

1 166.820 166.855 RHS 35.00(6.50+5.0

0)/2201.25 15.00 Service road & Drain Graveyard at Vill. Molagarh Dilari

2 166.870 166.879 RHS 9.00 8.00 72.00 18.00 Service road & Drain Weigh Bridge

3 166.967 167.047 RHS 80.00(9.00+5.5

0)/2580.00 14.00 Service road & Drain

Unauthorized houses at Vill. Molagarh Dilari

4 167.465 167.475 LHS 20.00 DrainTree at ch. 167.465, 167.470 and 167.475

5 168.284 168.330 RHS 46.00 21.50 989.00 16.00 RHS CarriagewayKabristan in Moradabad side approach of Rajheda Nala bridge

6 168.820 LHS 21.00 Drain Tree

7 169.120 169.202 LHS 82.00(13.50+12.50)/2

1066.00 8.50LHS Carriageway,

Service road & DrainKabristan at Dalpatpur town

8 169.500 169.501 RHS 1.50 1.50 2.25 20.00 DrainSmall Mandir in front of Dalpatpur Police Chowki

9 169.544 169.550 RHS 6.00 4.50 27.00 19.00 Service road & Drain Mazar at Dalpatpur town

10 172.305 172+310.50 LHS 5.50 2.00 11.00 20.00 Drain and service road Mazar at Vill. Niyamatpur Ekrotia Cleared on 01 June'14

11 173.000 173.060 LHS 16.00 Service Road Merging Trees

12 174.900 174.919 RHS 19.00 4.50 85.50 16.00 Service road & Drain

Govt. School Building at Mundapandey town & there is no problem in demolishing the part of building falling in alignment of service road & drain since school Admn. has already demolished the roof of the same at its own level.

Dismenatalled on 06 June'14

(A) District Moradabad

Name of Work : Four Laning of Moradabad‐Bareilly Section of NH‐24 from Km 148.00 to Km 262.00 in the state of Uttar Pradesh Under NHDPPhase‐III on DBFOT Basis.

Status of Hindrances of Constructed Area in District-Moradabad, Rampur & Bareillyas on 01.04.2014 (ROW Hindrances in between MCW Toe line and ROW not included)

S.No.Chainage (Km)

Side Area Affected due to hindrance

Affected part of Highway

Affected part of

ROW

Distance from PCL

Remarks

Page 1 of 5


Area (LxW)

S.No.Chainage (Km)



Affected part of

ROW

Distance from PCL

Remarks

13 174.950 175.020 RHS 70.00 12.25 857.50 9.00RHS Carriageway,

Service road & Drain

The estimate for relocation of Police Station has been sent for approval of competent Authority. Even construction of LHS carriageway is not possible until the construction of RHS Service Road and RE Wall.

14 175.118 175+136.50 RHS 18.50 13.25 245.13 7.00RHS Carriageway,

Service road & Drain

Masjid at Mundapandey town & compensation of the same of ` 7,25,472/- has already been paid by Authority through District Admn. to the authorised represntative of the Masjid Committee vide PIU letter no. 11011/5/2009/BOT/PIU‐MBD/4733 dated 29.08.2013. But construction of new Masjid in lieu of old is still in progress at site. Hence old Masjid falling in alignment of 4‐laning could not be demolished so far.

15 175.425 175.450 RHS 25.00 12.00 300.00 16.00 Service road & DrainB/Wall and LA Problem Gata no. 713, Mundhapandey

16 175.475 175.630 RHS 155.00 12.00 1860.00 16.00 Service road & DrainLA Problem, Gata no. 713, Mundhapandey

17 175.675 175.677 RHS 1.80 1.20 2.16 16.00 Service road & Drain Temple

18 175.730 176.120 RHS 16.00Extended Service road

& DrainTree @ ch. 175.730, 176.000 and 176.120

19 177.600 177.700 LHS 100.00 15.00 MCWShopes and Houses, Sheora Baze Village

20 177.780 177.800 LHS 20.00 20.00 400.00 15.00 MCW Maszid, Sheora Baze Village

1 0.200 0.00 Loop RoadHight of HT line to be raised crossing at MCW for Rampur

2 8.200 8.300 0.00 Loop Road Tree

(B) District Rampur

Page 2 of 5


Area (LxW)

S.No.Chainage (Km)



Affected part of

ROW

Distance from PCL

Remarks

3 181.980 182.040LHS/RH

S60.00 21.00 1260.00 6.00

2‐Lane carriageway on RHS in Rampur Bypass

Existing Houses at Vill. Agapur & compensation of the same could not be disbursed so far due to disputed title in revenue records

4 182.120 182.150LHS/RH

S30.00 21.00 630.00 0.00

2‐Lane carriageway on RHS in Rampur Bypass

Existing Houses at Vill. Agapur & compensation of the same could not be disbursed so far due to disputed title in revenue records

5 183.200 0.00 MCWHT Line to be raised at MCW

(Rampur Feeder)

6 185.080 185.160 RHS 80.00 21.00 1680.00 0.002‐Lane carriageway on RHS in Rampur Bypass

HT Lines with lower ground clearance are passing over the bypass for which shifting/raising is in progress by ETD Rampur. However, road work has been completed up to embankment top level and remaining works can also be executed by following proper safety & precuationary measures.

7 187.950 188.000 RHS 50.00 21.00 1050.00 0.002‐Lane carriageway on RHS in Rampur Bypass

Left out acquisition of land of Vill. Mandiyan Ballu

8 188.100 188.180 RHS 80.00 0.002‐Lane carriageway on RHS in Rampur Bypass

LA Problem, Gata no. 238, Faizulla Nagar

9 193260 193325 RHS 65 19.25 Track LAYBAY EP (Electric pole) Madiyan udayraj

10 196980 196995 LHS 15 6 90 26 Service road House Ahamadabad

11 202800 RHS Track LAYBAY LA pending(Gata‐127) Mehdi Pur

12 203945 204030 LHS 85.00(5.00+4.9

0)/2420.75 18 Service road & Drain

Existing Houses at Vill. LohapattiBholanath and compensation ofthe same could not be disbursed sofar due to disputed title in revenuerecords

Loha Patti

Page 3 of 5


Area (LxW)

S.No.Chainage (Km)



Affected part of

ROW

Distance from PCL

Remarks

13 204010 204180 RHS 170.00(6.50+3.4


Existing Houses & Masjid at Vill.Lohapatti Bholanath andcompensation of the same couldnot be disbursed so far due todisputed title in revenue records

Loha Patti

14 204100 204225 LHS 125.00(7.00+0.5



15 204220 204240 RHS 20.00(1.20+1.7

0)/229.00 20 Drain


16 204260 204360 RHS 100.00(5.40+1.3


Existing Houses at Vill. LohapattiBholanath and compensation ofthe same could not be disbursed sofar due to disputed title in revenue

Loha Patti

17 204298 204320 LHS 22.00 0.70 15.40 22 Drain


Loha Patti

18 204320 204400 RHS 80.00 3 240 24 Sevice Road & Drain boundary wall School Loha Patti

19 206780 206810 BS 30.00 30 900 8 MCW Radhaswami(building) LA Pending Rourakla

20 206810 207365 BS 555.00 60 33300 at PCL MCW LA pending Rourakla

21 207365 207380 RHS 15.00 6.5 97.5 3 MCW Buliding/LA pending Rourakla


23 207470 207485 RHS 15.00 16 240 6.8 MCW Buliding/LA pending Rourakla


25 207540 207550 BS 10.00 3.62 36.2 28 MCW Buliding/LA pending Rourakla


Page 4 of 5


Area (LxW)

S.No.Chainage (Km)



Affected part of

ROW

Distance from PCL

Remarks

27 207640 207770 BS 130.00 60 7800 at PCL MCW Buliding/LA pending Rourakla

28 207770 207790 LHS 20.00 8.5 170 at PCL MCW Buliding/LA pending Rourakla


30 208330 210800 BS 2470.00 60 148200 at PCL MCW LA pendingDhaneli

Purbi,Navedia,Dharam

31 213350 213400 RHS 50.00 7 350 21 Drain House Dhaneli




1 217365 217580 RHS 215.00 5 1075 19 Drain House Meerganj

2 217890 217220 RHS 670.00 3 2010 24 Drain Building House shop Meerganj

3 270 300Bhakra Center

30.00 Center Median Tree Paiganagri

4 224.135 224.155 RHS 20.00 Service road Building‐Chabutra

5 238.500 RHS MCW

HT Tower‐shifting not estimate yet started approved/amount deposited to concerned department.

6 242.330 BHS MCW HT Line Crossing


8 243.900 BHS 2.00 MCW MEDIAN Grave Yard

9 248.000 248.300 BHS MCW & S. Road LT Line

10 250.900 251.050 LHS 150.00 80.00 12000.00 0.00 MCW Bilay Dham Cleared 04 June'14

11 251.050 BHS MCW LT Line

12 257.900 257.950 LHS 50.00 40.00 2000.00 10.00 MCW HT Line Tower


14 262.650 BHS MCW HT Line

(C) District Bareilly

Page 5 of 5

Annexure –XIII Project Photographs

1

Earth Work in progress at ch. 211+900 milak bypass

Earth Work in progress at ch. 210+540 to 210+800 bs

2

Earth Work in progress at ch. 210+190 to 210+290 B/S

Slope dressing in completed at 198+600 RMCW

3

Median cross drain at ch. 232+400

BC Rolling at Ch. 261+840 RHS

4

DBM Ist Rolling at Ch.263+560 RHS

Bus Shelter @ 230+870 RHS

5

Educational Enhancement programme are regularly performed by

monthly progress report may’2014 -...

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