Construction of CC road in Hegdihala L.T, Hadagali L.T 1 Utnal L.T, Shivangi L.T, Domnal L.T, Makhanapura L.T, Ainapura L.T, Madhabavi L.T, Aliabada L.T 2, Inchageri L.T 4, Jigajivani Khetun L.T Spinning Mill L.T S.C. Colony in Vijayapura district. HOA 4059-80-051-0-60-422.

Information on litigation in which the Tenderer is involved:

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely ……………………………… (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………… to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Address:…………………………

List of Machinery

Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

No. Capacity Number/Capacity Age/ Condition

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Attach letters of Acceptance received.

Information on works which are yet to be completed.

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

Names of Works Item of Work Names of Employers 2018 Remarks (Indicate contract reference)

January February march April May June July August September October November December

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

Earthwork & Embankment in cum Physical

GSB in cum Physical

Base Course (WMM/WBM) in cum Physical

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) in cum Physical

Concrete in cum Physical

Steel in MT Physical

Others Specify Details Physical

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2018

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2019

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2020

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2021

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2022

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

Progress * : 2023

January February March April May June July August September October November December

Earthwork & Embankment Physical in cum :

Financial in lac :

GSB Physical in cum :

Financial in lac :

Base Course (WMM/WBM) Physical in cum :

Financial in lac :

Asphalt Quantities (MSS/BM/BC/SDBC/DBM) Physical in cum :

Financial in lac :

Concrete Physical in cum :

Financial in lac :

Steel Physical in MT :

Financial in lac :

Others (Pl specify) Physical is cum/sqm :

Financial in lac :

Others (Pl specify) Physical :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

10 Cost of balance work (if work is in progress) :

11 Reasons if any for delay in completion, if work completion is delayed :

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)

Billed upto date during 2023-24

Attach Chartered Accountant's Yearwise Statements.

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

OFFICE OF THE EXECUTIVE ENGINEER

PWD VIJAYAPUR DIVISION, VIJAYAPUR DIST

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2025-26 ನೇ ಸಾಲಿನ ಲೆಕ್ಕ ಶಿರ್ಷೀಕೆ 4059-80-051-0-60-422 ಎಸ್.ಸಿ.ಪಿ /ಮುಖ್ಯ ಮಂತ್ರಿ ಮೂಲಸೌಕರ್ಯ ಅಭಿವೃದ್ಧಿ ಯೋಜನೆಯಡಿ

ESTIMATE COST :Rs: 100.00 Lakhs

Division : Vijayapur

Sanctioned Estimate No : ………………………Date

Fund Head : State Fund :

Minor Head Public Works :

Service Head :…………………………………

Departmental Head : …………………………

Estimate framed in the office of the Executive Engineer PWD Division for the probable expenses that will be incurred inºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Rs.: 100.00 Lakhs

Administratively approved under No………Date

Technically sanctioned under No……… … Date

Estimate prepared By : Shri

and checked By : …………..

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijayapur PWD Division Vijayapur

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Mechanical Means Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth

2 Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.

3 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

4 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material

5 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

6 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

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PWD CODE PARA -133

C E R T I F I C A T E

This to Certity that I Shri. P S Hotti Asst. Executive-Engineer, PWD Sub-Division,Vijayapur have personally visited the spot and prepared the estimate using sanctioned schedule of rates provided for the most economical and safe way of executing work.

Assistant-Execuive-Engineer,

PWD Sub-Dn,Vijayapur

C E R T I F I C A T E

(As required vide G.O.No.PWD.SL.CMS.96 Dtd: 27-6-1991)

Certified that, sufficient care has been taken while preparing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work are in sufficient quantity are included while preparing the estimate, and specification of items included are completed and correct.

Assistant Execuive Engineer, Executive Engineer,

PWD Sub-Dn,Vijayapur PWD Division,Vijayapur

C E R T I F I C A T E

Certified that the work proposed in this estimate has not been taken up under any other head/ programme by any agency for the past Five years. The said work has not been included / Proposed / over lapped in any proposed or approved programme. The work is not under any maintainence period.

Assistant Execuive Engineer, Executive Engineer,

PWD Sub-Dn,Vijayapur PWD Division,Vijayapur

GOVERNMENT OF KARNATAKA

PUBLIC WORKS, PORTS AND INLAND WATER TRANSPORT DEPARTMENT.

TWO DAYS TRAFFIC SUMMARY OF 2022 ROAD TRAFFIC SAMPLE SURVEY

1) Name of the Road Aliyabad Dyaberi Road 1) Classification of Road : NH/SH/MDR : MDR

2) Name of the Section Aliyabad 2) Length of Road considered (in Kms) From : To

3) Count Post at K.M.: Place : Dyaberi 3) Width of carriage way for the length considered :

4) Direction of Traffic Up : From : Aliyabad To : Dyaberi 4) Width of formation for the length considered :

Down : From : Dyaberi To : Aliyabad 5) Type of surface for the length considered : BT

5) Name of the Traffic Enumerator : Vijay Lamani Designation : A.E.-2 Signature : 6) Type of Railway Gate : Un-manned / Manual / Automatic : Nill

6) Name of the Division : Vijayapur Sub-division : Vijayapur 7) Weather : Clear / Cloudy / Rainy : Clear

Time Intervals Fast Moving Vehicles Slow Moving Vehicles Total Vehicles (14+19) PCU Locomotives (Railways) Train Vehicle Unit (TVU) (14 x 24)

Date Direction of Traffic Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Fast Moving Vehicles (3 to 13) Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (15 to 18b ) Passenger Trains Goods Trains No. of Gate Closers

Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer

2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden Wheel Rubber Tyre

Day 2 UP 5 5 37

Average Per Day (ADT)

Passanger Car Units (PCU)

PCU Equivalency Values (IRC-64) 0.5 0.5

Assistant Executive Engineer Executive Engineer

PWD Dept. Sub-Dn Vijayapur PWD Dept- Dn.Vijayapur

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT.

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUS OF 2022 ROAD TRAFFIC SAMPLE SURVEY

Division: Vijayapur Circle: Date of Traffic Survey: from 6.00 AM on 23.02.2022 to 6.00 AM 24.02.2022

Name of the Road Length of the Road Considered (in K.M.) Point at which the Survey was conducted (K.M.) Fast Moving Vehicles Slow Moving Vehicles Total Vehicles (17+22) PCU Commercial Vehicles (9 to 16) Vehicle Damage Factor (VDF) Locomotives (Railways) Train Vehicle Unit (TVU) (17x29)

Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Fast Moving Vehicles (6 to 16) Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (18 to 21b ) Passenger Trains Goods Trains No. of Gate Closers

From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer

2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden Wheel Rubber Tyre

Aliyabad Dyaberi Road

Assistant Executive Engineer Executive Engineer

PWD Dept. Sub-Dn Vijayapur PWD Dept- Dn.Vijayapur

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TRAFFIC INTENSITY SAMPLE SURVEY

Sl No Name of Project Fast Moving Commercial Vehicles per day Total Commercial Vehicles

Van/Tempo Mini Bus Buses LCV 2-Axle Rigid (6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Tractor with Trailer

1 PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division Vijayapur PWD Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Pavement Design

.The Pavement is designed as per IRC :37 -2018 as detailed below.

.The Traffic census data extract is enclosed. The total number of heavy vehicle is 445 nos. A design life of 15 years is considered with an annual rate of growth 5% in traffic.

. The projected traffic will be designed is based on standard axle method. The effective CBR value is 8.00 %. Number of vehicles playing 445 per day as per the traffic conducted survey on dated 23-04-2022 to 24-04-2022 of above road.

The traffic for the design life is computed as below.

A = P(1 + r)x P = No. of commercial vehicle perday in last count.

r= annual growth rate of comercial vehicle 5.00% ie,r= 0.05

A 445 x (1+0.05)1 x = No. of years between last count and completion of construction.

A= intial traffic years of completion of construction in terms of the number of commerical vehicles per day(CVPD)

D= Lane Distribution factor ( for single lane =1,Intermediate Line 75% for double lane = 50% and 45% for four lane

P= No of heavy vehicles for design ( as per traffic census of road)

F = Vehicle damage factor (VDF) ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1500 f= 3.90) (if "P" More than 1500 f= 5.00)

n=life of constructed road is 15 years consider

N = The cumulative no.of standard axle to be catered for in the Design in terms of msa.

Considering msa = 34 11

Considered Eff.CBR Value = 8 %

30 mm BC - Worn Out MSS 25 mm Proposed SDBC

63 mm DBM 75mm - Existing Granular Base 50 mm Proposed BM

250 mm Granular Base

250 mm Proposed WMM

200mm Granular SubBase 230 mm 100mm Existing SubBase 200/100 mm For widening portion

Design crust thickness Existing crust thickness Proposed crust thickness

Note: Bituminious layer considered in stage construction.

Existing Granular Base is treated as GSB

Assistant Engineer, Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Vijayapur PWD Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Pavement Design

.The Pavement is designed as per IRC :37 -2018 as detailed below.

.The Traffic census data extract is enclosed. The total number of heavy vehicle is 445 nos. A design life of 5 years is considered with an annual rate of growth 5% in traffic.

. The projected traffic will be designed is based on standard axle method. The effective CBR value is 8.00 %. Number of vehicles playing 445 per day as per the traffic conducted survey on dated 23-04-2022 to 24-04-2022 of above road.

The traffic for the design life is computed as below.

A = P(1 + r)x P = No. of commercial vehicle perday in last count.

r= annual growth rate of comercial vehicle 5.00% ie,r= 0.05

A 445 x (1+0.05)1 x = No. of years between last count and completion of construction.

A= intial traffic years of completion of construction in terms of the number of commerical vehicles per day(CVPD)

D= Lane Distribution factor ( for single lane =1,Intermediate Line 75% for double lane = 50% and 45% for four lane

P= No of heavy vehicles for design ( as per traffic census of road)

F = Vehicle damage factor (VDF) ( if "P" between 0 to 150 f= 1.70 ) (if "P" between 150 to 1500 f= 3.90) (if "P" More than 1500 f= 5.00)

n=life of constructed road is 5 years consider

N = The cumulative no.of standard axle to be catered for in the Design in terms of msa.

Considering msa = 5.00

Considered Eff.CBR Value = 8 %

30mm BC - Worn Out MSS 25 mm Proposed SDBC

50 mm DBM 75mm - Existing Granular Base 50 mm Proposed BM

250 mm Granular Base

250 mm Proposed WMM

150mm Granular SubBase 230 mm 100mm Existing SubBase 200/100 mm For widening portion

Design crust thickness Existing crust thickness Proposed crust thickness

Note: Bituminious layer considered in stage construction.

Existing Granular Base is treated as GSB

Assistant Engineer, Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Vijayapur PWD Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

PAVEMENT IS DESIGNED AS PER IRC 37 - 2018 OF 2012

KM Eff. CBR msa CRUST REQUIRED EXISTING PROPOSED

From To SUB -BASE IN MM BASE IN MM DBM BC SUB -BASE IN MM BASE IN MM BM SDBC SUB -BASE IN MM BASE IN MM ( WMM) BM IN MM SDBC

0 200 - - - 200/100 mm for widening portion 250

Note: Bituminious layer considered in stage construction.

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijayapur PWD Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

RECAPITULATION SHEET

S No Description of work Amount

1 PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ 8068529.23

Total 9520864.49

3 Tender Premium 5%

4 Misc & Rounding Off etc. (LS)

Total Amount Rs : 10000000

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijayapur PWD Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Item No Description of work Unit Qty Rate Amount

Mechanical Means Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth m³

Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. m²

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 m³

By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material m³

Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. m³

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. m3

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijayapur PWD Division, Vijayapur

Measurment Sheet

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

I. No Description of work No Measurement Qty

1 Mechanical Means Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth

Makhanapur Lt 1

Aliyabad Lt-2 1

Inchgeri LT 4 1

Jigajeevani ketan LT 1

2 Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.

Makhanapur Lt 1

Aliyabad Lt-2 1

Inchgeri LT 4 1

Jigajeevani ketan LT 1

3 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Makhanapur Lt 1

Aliyabad Lt-2 1

Inchgeri LT 4 1

Jigajeevani ketan LT 1

4 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material

Makhanapur Lt 1

Aliyabad Lt-2 1

Inchgeri LT 4 1

Jigajeevani ketan LT 1

5 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Makhanapur Lt 1

Aliyabad Lt-2 1

Inchgeri LT 4 1

Jigajeevani ketan LT 1

6 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.

Makhanapur Lt 1

Aliyabad Lt-2 1

Inchgeri LT 4 1

Jigajeevani ketan LT 1

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijayapur PWD Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

S No Description of work Page No Item No Unit Basic Rate Add Area specific loading Tier -II Cities -5% Net Total

1 Mechanical Means Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth 8 1.12 Vol-1 m³ 95

Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. 18 3.11 Vol-3 m² 4

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 17 3.6 Vol-3 m³ 493

By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material 23 4.2(V) Vol-3 m³ 2359

Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 26 4.17(A) Vol-3 m³ 2559

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. 149 16.28 Vol-3 m3 6639

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijayapur PWD Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Existing Road Section

Proposed Cross Section of Road

0.20 m thick,M 30 Concrete

Note: Drawing Not to Sacle

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijaypur PWD Division, Vijaypur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

SDBC 25 mm thick

9 BM 50 mm thick

5.5 WMM 225 mm thick

GSB 200 thick for Widening Portion

GSB 100 thick for Shoulder Portion

Existing WBM 200 mm thick

Proposed C/S of Road (Typical)

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division Vijayapur PWD Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

300 mm thick Existing WBM

400 mm depth Embankment

Proposed C/S of Road (Typical)

Assistant Executive Engineer, Executive Engineer,

PWP & IWT Sub Division Vijayapur PWP & IWT Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Existing Bar Chart

Km 3.70 to 10.60 Work CompleteAppendix-E 2017-18 Km 10.60 to 12.25 12.285 to 15.10 Work Completed 2016-17 Appendix-E

Km 3.65 to 3.70 to improved 2018-19 MDR Maintenance

Km 3.70 to 10.60 Work CompleteAppendix-E 2017-18 Km 12.25 to 12.285 Proposed 2018-19 Appendix-E

7.00mtr 5.50mtr

Km 0.00 to 3.00 & 3.00 to 3.65 Proposed 2018-19 Appendix-E

Km 3.65 to 3.70 to improved 2018-19 MDR Maintenance

Assistant Executive Engineer, Executive Engineer,

PWP & IWT Sub Division Vijayapur PWP & IWT Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Assistant Executive Engineer, Executive Engineer,

PWP & IWT Sub Division, Vijayapur PWP & IWT Division Vijayapur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Existing Road Section

Proposed Cross Section of Road

0.15 m thick,M 30 Concrete

0.425 m 0.10 OF GSB

Note: Drawing Not to Sacle

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijaypur PWD Division, Vijaypur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Existing Road Section

Proposed Cross Section of Road

0.15 m thick,M 30 Concrete

0.425 m 0.10 OF GSB

Note: Drawing Not to Sacle

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijaypur PWD Division, Vijaypur

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ºÉUÀrºÁ¼À J¯ï.n, ºÀqÀUÀ° J¯ï.n 1 GvÁß¼À J¯ï.n ,²ªÀtV J¯ï.n, qÉÆêÀÄ£Á¼À J¯ï.n, ªÀÄRuÁ¥ÀÆgÀ J¯ï.n, L£Á¥ÀÆgÀ J¯ï.n, ªÀÄzsÀ¨Á« J¯ï.n, C°AiÀiÁ¨ÁzÀ J¯ï.n 2, EAZÀUÉÃj J¯ï.n 4, fUÀfªÀt SÉvÀÄ£À J¯ï n ¹à¤ßAUÀ «Ä¯ï J¯ï.n ¥À.eÁ PÁ¯ÉÆäAiÀÄ°è ¹¹ gÀ¸ÉÛ ¤ªÀiÁðt ªÀiÁqÀĪÀÅzÀÄ

Existing Road Section

Proposed Cross Section of Road

0.15 m thick,M 30 Concrete

0.425 m 0.10 OF GSB

Note: Drawing Not to Sacle

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijaypur PWD Division, Vijaypur

«dAiÀÄ¥ÀÄgÀ £ÀUÀgÀzÀÀ UÉÆÃzÁªÀj ºÉÆmÉî¢AzÀ ¸ÉʤPÀ ¸ÀÆÌ¯ï ªÀÄÄA¨ÁUÀzÀ f¯Áè D¸ÀàvÉæªÀgÉUÉ ªÀÄÄRå gÀ¸ÉÛAiÀÄ ¸ÀªÀiÁAvÀgÀ gÀ¸ÉÛ C©üªÀÈ¢Ý ¥Àr¸ÀĪÀÅzÀÄ 800«ÄÃ

Existing Cross Section of Road

Existing hard crust

Existing Formation

Proposed C/S of Road (Typical)

1.0mshoulder 1.0m shoulder

0.2m thick m30 concrete

existing hard surface

Assistant Engineer, Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Vijayapur PWD Division, Vijayapur