Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches (CMIDP Works) for the year 2025-26.

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

Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

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

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2015-16 to 2019-20

Year Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)

Earth work excavation in Cum Plain Cement Concrete (in Cum) Reinforced Cement Concrete (in Cum) Stone Masonry (in Cum) Brick Masonry (in Cum) Steel (in Qtl) Finishinh Items (in Sqm)

Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.

Note : Documents shall be attested by the Notary or Government Gazetted

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 * : 2019

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

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:

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

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 2019 Remarks (Indicate contract reference)

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

Note : Documents shall be attested by the Notary or Government Gazetted.

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.

Note : Documents shall be attested by the Notary or Government Gazetted.

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.

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.

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. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on litigation in which the Tenderer is involved:

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

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

OFFICE OF THE CHIEF ENGINEER

PWP (NORTH ZONE) DHARWAD

Head of Account: 5054-04-337-0-01-154 MDR improvements

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches. (Proposed chainage km 0.00 to 1.800 , 4.850 to 5.600 And 8.900 to 10.050)

Name of Work:Improvement to Marakumbi to Chachadi via Haragoppa road from km 0.000 to 1.800 ,Km 3.000 to 5.600 and Km 8.800 to 10.550 in Bailhongal constituency of Belagavi District(Proposed chainage km 0.00 to 1.800 , 4.850 to 5.600 And 8.900 to 10.000)

EXECUTIVE ENGINEER

PWD BELAGAVI DIVISION, BELAGAVI DIST

ESTIMATE COST :Rs: 375.00 Lakhs

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

PWD CODE PARA -133

C E R T I F I C A T E

This to Certity that I Shri. Anil M, Asst. Executive-Engineer, PWD Sub-Division,Bailhongal 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,

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 including while preparing the estimate, and specification of items including are completed and correct.

Assistant-Execuive-Engineer, Executive-Engineer,

PWD Sub-Dn,Bailhongal PWD Dn,Belagavi.

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,Bailhongal PWD Dn,Belagavi.

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ತಾಲೂಕಿನ ಕಾರಿಮಣಿ- ಮರಕುಂಬಿ ವಾಯಾ ಚಿಕ್ಕೊಪ್ಪ ರಸ್ತೆಯು ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಾಗಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯ ಸುಧಾರಣೆ ಕಾಮಗಾರಿಯ ಪ್ರಸ್ತಾವನೆಯನ್ನು ಮಂಜುರಿಸಿದ್ದು ಸದರಿ ರಸ್ತೆ ಕಾಮಗಾರಿ 2025-26 ನೇ ಸಾಲಿನ 4059-80-051-0-60-132 ಮುಖ್ಯಮಂತ್ರಿ ಮೂಲ ಸೌಕರ್ಯ ಬಂಡವಾಳ ವೆಚ್ಚ ಅಡಿಯಲ್ಲಿ ರೊ.375.00 ಲಕ್ಷಗಳಿಗೆ ಮಂಜೂರಾಗಿದ್ದು ಅನುಮೊದನೆಯಾದ ಅನುದಾನಕ್ಕೆ ಮಿತಿಗೊಳಿಸಿ , ಕಿ.ಮೀ 0.650 ಇಂದ 1.50 ಕೀ.ಮಿ ವರೆಗೆ 1.50 km ಇಂದ 2.00 Km ರವರೆಗೆ ಮತ್ತು 2.00 Km ಇಂದ 3.15 Km ವರೆಗೆ ಆಯ್ಧ ಭಾಗಗಳಲ್ಲಿ 3.75 ಅಗಲ ಕ್ಯಾರೆಜ್‌ ಅಗಲಕ್ಕೆ ಡಾಂಬರೀಕರಣ ಮಾಡಿ ಎರಡು ಬದಿ ಸರಾಸರಿ 0.925 ಮೀ ಅಗಲದ ಅರ್ಧನ ಶೋಲ್ಡರ್‌ ನಿರ್ಮಾಣ ಮಾಡಿ ಸರಾಸರಿ 7.00 ಮೀ ಅಗಲದ ಫಾರ್ಮೇಶನ್‌ ಮಾಡುವುದು ಮತ್ತು ಸಬಗ್ರೇಡ್‌ ಬಳಿಸಿಕೊಂಡು ರಸ್ತೆಯನ್ನು ಎತ್ತರವನ್ನು ಆಯ್ದಭಾಗಗಳಲ್ಲಿ ಹೆಚ್ಚಿಸುವ ಅಂಶಗಳನ್ನು ಪರಿಗಣಿಸಿ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿಕೊಂಡು ಅಂದಾಜು ಪತ್ರಿಕೆಗಳನ್ನು ತಯಾರಿಸಲಾದೆ.

ಸದರಿ ರಸ್ತೆಯನ್ನು ಆಯ್.ಆರ್.ಸಿ.37-2018ರ ವಿನ್ಯಾಸ ಪ್ರಕಾರ ಅಭಿವೃದ್ಧಿ ಪಡಿಸಲು ಈ ಅಂಗಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಹಾಗೂ ಸದರಿ ರಸ್ತೆಯಲ್ಲಿ ಬರುವ 3 ಸಾಲುಗಳ ಹಾಗೂ 4 ಸಾಲುಗಳ 1000 ಮಿ.ಮೀ ವ್ಯಾಸದ ಪೈಪ್‌ ಕಲ್ವರ್ಟ ಕಾಮಗಾರಿಗಳನ್ನು ನಿರ್ಮಿಸಲು ಅಳವಡಿಸಲಾಗಿದೆ. Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ (2024-25 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ ಏಕರೂಪ ದರಪಟ್ಟಿಯನ್ನು ಆದರಿಸಿ ತಯಾರಿಸಿ, ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer

2 Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means

3 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (Page No 17 - I.No.3.5)

4 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

5 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

6 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.

7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.

8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.

9 Bituminous macadam Grading - ii for traffic <20 mSa Providing and layingBituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

10 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.

11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

13 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle

15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes

16 "W" metal beam crash barrier

16 Construction 2 Nos of 3 Rows Pipe Culvert and 3 Nos of 4 Rows 1000 mm Dia Pipe Culverts

The estimate is submitted for kind approval.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರು, ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರು,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ವಿಭಾಗ

ಬೈಲಹೊಂಗಲ ಬೆಳಗಾವಿ

Division : Belagavi

Sanctioned Estimate No………………………Date

Fund Head : 5054-04-337-0-01-154 MDR improvements

Service Head :…………………………………

Departmental Head : …………………………

Estimate framed in the office of the Executive Engineer PWD Belagavi Division Belagavi Division for the probable expenses that will be incurred in

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Rs.: 500.00 Lakhs

Administratively approved under No………………………Date

Technically sanctioned under No………………………Date

Estimate prepared By : Mallikarjun Moratagi ,AE-1

and checked By: Basavaraj k Halagi, AEE

Assistant Executive Engineer,

PWD Sub Division, Bailhongal

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

C E R T I F I C A T E

Certified that the work proposed in this estimate coming under the Industrial Area. hence the area weightage of 5% is considered in the rate analysis.

Assistant-Executive-Engineer, PWD Sub-Dn, Bailhongal Executive-Engineer, PWD Dn, Belagavi

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT.

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUS OF 2024 ROAD TRAFFIC SAMPLE SURVEY

Division: Belagavi Circle: Belagavi Date of Traffic Survey: from 21.09.2024 to 27.09.2024

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

Marakumbi to Chachadi via Haragoppa road

Assistant-Executive-Engineer, PWD Sub-Dn,Bailhongal

Design of Flexible Pavement (For Intermediate Lane)

(As Per IRC 37-2018 P-9 Clause 4.6 )

The design Traffic N= 365* ((1+r)n-1)*A*D*F/r

N = The cumulative number of standard axles to be catered for in the design in terms of msa

A = Initial traffic in the year of completion of construction in terms of the number of Commercial Vehicles Per Day (CVPD).

D = Lane distribution factor 1.00 Clause 4.5.1 (i)

F = Vehicle damage factor=5 3.9 Clause 4.4.6

r = Annual growth rate of commercial vehicles =5.00% 0.05 Clause 4.2.2

n = Design life in years 15 Years (Clause 4.3.2) SH & NH 20 YEARS

The traffic in the year of Completion is Estimated MDR 15 YEARS

P = No. of commercial vehicles as per last count 463 Per day

For Chainage km. 4.80 to 7.00

Resilient Modulus of Embankment

Resilient Modulus if CBR of OGL is Equal to or Less than 5 %

CBR of the OGL soil supporting the subgrade = 3.94

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of OGL is More than 5 %

CBR of the OGL soil supporting the subgrade = 0

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is Equal to or Less than 5 %

CBR of the Subgrade soil supporting the subgrade = 4.01

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is More than 5 %

CBR of the Subgrade soil supporting the subgrade = 8

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Effective Resilient Modulus / CBR for Design

MRS = 2 (1-µ2 ) pa

MRS = Effective Resilient Modulus of Subgrade

p = Contact Pressure = 0.56 MPa

a = Radius of Contact Area = 150.8 mm (For load of 40000 N and contact pressue p (0.56 MPa)

µ = Poisson's Ratio = 0.35

δ = Maximum Surface Delflection determined from IITPAVE for a load of 40000 N ,

Subgrade thickness in mm and Deflection measurement point at 0 mm from surface and 0 m Radial Distance.

Maximum Surface Delflection determined from IITPAVE

There for the Effective Resilient Modulus for Design is

(As per Code 6.4.2 Resilient Modulus to be limited to 100 Mpa if it is more)

CBR Corresponding to MRS (Assuming Effective CBR is Greater than 5 %)

Effective CBR = 6.11 % say 6.00%

For Chainage km. 4.80 to 7.00

Resilient Modulus of Embankment

Resilient Modulus if CBR of OGL is Equal to or Less than 5 %

CBR of the OGL soil supporting the subgrade = 3.94

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of OGL is More than 5 %

CBR of the OGL soil supporting the subgrade = 3.94

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is Equal to or Less than 5 %

CBR of the Subgrade soil supporting the subgrade = 4.01

MRS = 10 * CBR for CBR< 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Resilient Modulus if CBR of Subgrade is More than 5 %

CBR of the Subgrade soil supporting the subgrade = 7.3

MRS = 17.6 * (CBR)0.64 for CBR> 5%

MRS = Resilient Modulus of Embankment

CBR = California Bearing Ratio of Embankment

Effective Resilient Modulus / CBR for Design

MRS = 2 (1-µ2 ) pa

MRS = Effective Resilient Modulus of Subgrade

p = Contact Pressure = 0.56 MPa

a = Radius of Contact Area = 150.8 mm (For load of 40000 N and contact pressue p (0.56 MPa)

µ = Poisson's Ratio = 0.35

δ = Maximum Surface Delflection determined from IITPAVE for a load of 40000 N ,

Subgrade thickness in mm and Deflection measurement point at 0 mm from surface and 0 m Radial Distance.

Maximum Surface Delflection determined from IITPAVE

There for the Effective Resilient Modulus for Design is

(As per Code 6.4.2 Resilient Modulus to be limited to 100 Mpa if it is more)

CBR Corresponding to MRS (Assuming Effective CBR is Greater than 5 %)

Effective CBR = 3.61 % say 4.00%

CVPD is more than 450 & Effective CBR is less than 5%, Provide 300mm subgrade having 8%

Resilient Modulus of Sub Base and Base (GRANULAR)

Effective Modulus of Subgrade = 56.03 MPa

Combined Thickness of Granular GSB and WMM (h) = 450 mm

Resilient Modulus of Granular Sub Base and Granular Base

MRGRAN = 0.2* (h)0.45*Msupport

h = thickness of granular layer in mm

MRGRAN = Resilient Modulus of Granular Layer (MPa)

Mrsupport = (Effective) Resilient Modulus of Supporting Layer (MPa)

Based on the Subgrade Rutting Criteria Formule

NR = 4.1656 X 10 -08 [1/εv] 4.5337 (for 80 % reliability)

NR = 1.4100 X 10 -08 [1/εv] 4.5337 (for 90 % reliability)

where NR = Subgrade rutting life (Cumulative Equivalent number of 80 KN Standard axle loads that can be served by pavement before the critical rut depth of 20 mm or more occurs)

εv = Vertical Compressive Strain at the top of the subgrade calculated using linear layered theory by applying standard axle load at the surface of the selected pavement

The critical vertical compressive strain for a design traffic can be calucated as below

Design Traffic in MSA = 15.00 MSA

Critical Compressive strain using 80 % reliability

Critical Compressive strain using 90 % reliability

Based on the Fatigue Cracking Criteria Formule for bituminous layer

Fatigue Life of Bituminous layer in terms of repetative standard axles (Nf)

Nf = 1.6064*C*10-04[1/εt]3.89*[1/MRM]0.854 (for 80 % reliability)

Nf = 0.5161*C*10-04[1/εt]3.89*[1/MRM]0.854 (for 90 % reliability)

C = 10M and M = 4.84*(vbe/(va+vbe)-0.69)

va = percent volume of air void in the mix used in bottom bituminous layer

vbe = percent volume of effective bitumen in the mix used in bottom bituminous layer

εt = Maximum horizontal tensile strain at the bottom of bottom bituminous layer

MRM = Resilient Modulus (MPa) of bituminous mix used in the bottom bituminous layer selected as per the recommendations made in these guidelines

So in order to calculate the CRITICAL HORIZONTAL STRAIN at the bottom of the

bottom bituminous layer for the Mix with following values

Design Traffic in MSA

MRM = 2500 MPa From Table 9.2

Therefore C= 10^(4.84*(vbe/(va+vbe)-0.69))= 3.15515493

εt = 0.0003649185824 (for 80 % reliability)

εt = 0.00027254 (for 90 % reliability)

As per IIT pave Critical Compressive strain is 0.0004181 which is less than 0.000615582 for 80% reliability & 0.00084749 for 90% reliability , Hence safe

As per IIT pave Max.horizontal strain is 0.0002610 which is less than 0.000364919 for 80% reliability & 0.00027254 for 90% reliability ,Hence safe

As per IRC 37-2018 Provide

GSB : 200mm GSB : 200 mm

WMM : 250mm WMM : 250 mm

BM : 83mm BM : 50 mm BT layer stage construction

SDBC 40mm SDBC : 25 mm

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

PAVEMENT IS DESIGNED AS PER IRC 37 OF 2018

msa -17 Considered for 13 msa

KM EXIATING CRUST CRUST REQUIRED EXISTING PROPOSED

From To SUB -BASE IN MM BASE IN MM BM SDBC SUB -BASE IN MM BASE IN MM WBM MSS SUB -BASE IN MM BASE IN MM (WMM) BM in mm SDBC in mm

1.000 1.800 100 580 200 250 90 40 - - Eroded Bitumen Road/Earthen road 200/150 250 50 25

3.000 4.650 200 580 200 250 90 40 - - Eroded Bitumen Road/Earthen road 200/150 250 50 25

4.800 5.000 200 580 200 250 90 40 - - Eroded Bitumen Road/Earthen road 200/150 250 50 25

Note :- Bituminous layer considered in stage construction. Calculations for design period of 5 years is enclosed separatly.

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi p

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Item No Description of work Unit Qtty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer 100 sqm 12.00 393.00 4716.00

2 Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m 5000.00 25.00 125000.00

3 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (Page No 17 - I.No.3.5) sqm 1312.50 6.00 7875.00

4 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 cum 5557.00 493.00 2739601.00

5 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 cum 3019.50 2359.00 7123000.50

6 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. cum 2244.38 2559.00 5743355.63

7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. sqm 9975.00 41.00 408975.00

8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. sqm 9975.00 14.00 139650.00

9 Bituminous macadam Grading - ii for traffic <20 mSa Providing and layingBituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction cum 498.75 7661.00 3820923.75

10 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. cum 249.38 10152.00 2531655.00

11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) each 3.00 2889.00 8667.00

12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) each 12.00 820.00 9840.00

13 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 2.70 8995.00 24286.50

14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle each 4.00 3562.00 14248.00

15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes sqm 550.00 530.00 291500.00

17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No. 276.00 365.00 100740.00

20 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm. dia m 35.00 3335.00 116725.00

21 8.54 MoRTH 804 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mildsteel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and greystove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Nos 1.00 9000.00 9000.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

RECAPULATION SHEET

S No Description of work Amount 29787999.16

1 Road Construction 23219758.38 23219821.93 -63.55

2 Box Culverts 0.00 0.00

3 Jungle cutting during DLP 0.00 64137.60

3 Annual Maintenannce 3rd Year 71575.00 71575.00 0.00

4 Annual Maintenannce 4th Year 117525.00 117525.00 0.00 64137.60

5 Annual Maintenannce 5th Year 145825.00 145825.00 0.00 5317.83

QA 1% / 3rd Party Inspection 294533.61 294530.74

Plantation 1% 294533.61 294530.74

Assistant Executive Engineer, Executive Engineer, 37500000.00

Publi Works Deaprtment Publi Works Deaprtment

Sub Division Bailhongal Sub Division Belagavi

Measurement Sheet

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

S.N Description of work No Measurement Qty

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer 0.75 8.8 1.75

Km 0.000 to Km 1.800 km

2 Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means Km 3.000 to Km 4.650 km

3 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (Page No 17 - I.No.3.5)

Considering 70% 1312.50

4 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 6.6

Approach Roads 4 40.00 5.5 0.200 176.00

For Shoulders (1.275+0.925)/2 375

Approach Roads 4 40.00 1 0.350 56.00

5 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

Approach Roads 4 40.00 5.50 0.150 132.00

For Shoulders (1.575+1.425)/2

Approach Roads 0 40.00 1.6000 0.150 0.00

For Carriageway

Approach Roads 0 40.00 3.7500 0.050 0.00

6 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.

Approach Roads 4 40.00 3.750 0.225 135.00

7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.

Approach Roads 4 40.00 3.750 600.00

8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.

Approach Roads 4 40.00 3.750 600.00

9 Bituminous macadam Grading - ii for traffic <20 mSa Providing and layingBituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

Approach Roads 4 40.00 3.750 0.050 30.00

10 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.

Approach Roads 4 40.00 3.750 0.025 15.00

11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

13 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle

15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes

Approach Roads 0 40.00 0.10 0

For Road safety aspects 50

16 Providing and erecting a system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

Crash barrier at Chainage between 0.000 to 0.100 0 10.00 0

Crash barrier at Chainage between 1.000 to 1.200 0 20.00 0

17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

20 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm. dia

For Field Approaches 14 2.50 35

21 8.54 MoRTH 804 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mildsteel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and greystove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804

Project Information Board 1 1.00 1

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhomgal PWD Division, Belagavi

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Rate Analysis 2024-25

Sl No Description of work Unit SR Page No Item No Basic Rate Net Rate Area Weightage (0%) Total Rate

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer 100 sqm VOL 3 9 2.5 ii (a) 393 393.00 0.00 393.00 VOL 3 9 2.5 ii (a) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer

2 Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m VOL 3 144 16.8.(B) 25 25.00 0.00 25.00 VOL 3 144 16.8.(B) Construction of unlined surface drains of average cross-sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means

3 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (Page No 17 - I.No.3.5) sqm VOL 3 17 3.5 6.00 6.00 0.00 6.00 VOL 3 17 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (Page No 17 - I.No.3.5)

4 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 cum VOL 3 17 3.6 493 493.00 0.00 493.00 VOL 3 17 3.6 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

5 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 cum VOL 3 23 4. 2B /(v) 2359 2359.00 0.00 2359.00 VOL 3 23 4. 2B /(v) 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

6 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. cum VOL 3 26 4.17 2559 2559.00 0.00 2559.00 VOL 3 26 4.17 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.

7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. sqm VOL 3 31 5.1 A 41 41.00 0.00 41.00 VOL 3 31 5.1 A Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.

8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. sqm VOL 3 31 5.4 (ii) 14 14.00 0.00 14.00 VOL 3 31 5.4 (ii) Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.

9 Bituminous macadam Grading - ii for traffic <20 mSa Providing and layingBituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction cum VOL 3 32 5.8(ii) C 7661 7661.00 0.00 7661.00 VOL 3 32 5.8(ii) C Bituminous macadam Grading - ii for traffic <20 mSa Providing and layingBituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

10 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. cum VOL 3 43 5.31 10152 10152.00 0.00 10152.00 VOL 3 43 5.31 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.

11 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) each VOL 3 67 8.16.(ii) 2889 2889.00 0.00 2889.00 VOL 3 67 8.16.(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

12 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) each VOL 3 67 8.16.(iii) 820 820.00 0.00 820.00 VOL 3 67 8.16.(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast)

13 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm VOL 3 65 8.7 8995 8995.00 0.00 8995.00 VOL 3 65 8.7 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

14 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle each VOL 3 64 8.5(iv) 3562 3562.00 0.00 3562.00 VOL 3 64 8.5(iv) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle

15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes sqm VOL 3 67 8.15 530 530.00 0.00 530.00 VOL 3 67 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes

16 Providing and erecting a system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m VOL 3 69 8.25 3640 3640.00 0.00 3640.00 VOL 3 69 8.25 Providing and erecting a system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No. VOL 3 74 8.43 365 365.00 0.00 365.00 VOL 3 74 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

18 6.8.2 IRC SP 63:2018 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018& IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) m2 VOL 3 51 6.8.2 1161 1161.00 0.00 1161.00 6.8.2 IRC SP 63:2018 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018& IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)

19 8.25 811 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m VOL 3 69 8.25 3640 3640.00 0.00 3640.00 8.25 811 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

20 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm. dia m VOL 3 146.00 16.15C 3335.00 3335.00 0.00 3335.00

21 8.54 MoRTH 804 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mildsteel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and greystove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 No VOL 3 78 8.54 9000 9000.00 0.00 9000.00 8.54 MoRTH 804 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mildsteel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and greystove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804

Assistant-Execuive-Engineer, Executive Engineer,

PWD Sub Division,Muddebihal PWD Division, Vijayapur PWD Sub Division,Bailhongal PWD division Belagavi

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Existing Cross Section of Road For Ch. 0.7 to 1.50

Existing Cross Section of Road For Ch.Km.1.50 to Km 2.00

Weared Bituminous Road

0.200 m Granular Crust

Existing Cross Section of Road For Ch.Km.2.00 to Km. 3.20

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Prop. FW 7.20 1.875

2.510 2.51 150 mm GSB for Drainage layer

1 2.66 200 mm GSB for CW

300 mm subgrade

Proposed Cross Section of Road KM 0.700 to 1.500

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi

Volume Report Between OGL and Formation

Sl. Section Previous Cutting Volume Filling Volume

No. From Section Difference Width Area Previous Average Volume Area Previous Average Volume

Sq. Mtrs Area Sq. Mtrs Cubic Meters Sq. Mtrs Area Sq. Mtrs Cubic Meters

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Proposed Cross Section of Road KM 1.50 to 2.000

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

2.510 2.51 150 mm GSB for Drainage layer

1.5 2.375 200 mm GSB for CW

1.0 300 mm subgrade

Proposed Cross Section of Road KM 2.000 to 3.200

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

2.510 2.51 150 mm GSB for Drainage layer

1.5 2.66 200 mm GSB for CW

1.0 300 mm subgrade

Proposed Cross Section of Road KM 8.900-9.700

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Rate Analysis SR 2023-24 Continued for 2024-25

Item No Description of work Unit Qtty Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 129.69 107.10 13889.64

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 22.52 6288.45 141593.88

3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 76.27 6601.35 503458.56

4 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.5) Cum 76.27 330.07 25172.93

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 76.22 6639.15 506025.29

6 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7) Cum 76.218 331.96 25301.26

7 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia m 30.00 8355.90 250677.00

8 Providing and laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000mm dia m 10.00 16807.35 168073.50

9 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. Tonne 2.03 82961.55 168331.25

10 Construction of Embankment by excavating the available approved ravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work Cum 321.30 497.70 159910.51

Total 1962433.83

Assistant Executive Engineer, Executive Engineer,

Public Works Department Public Works Department

Sub Division Bailhongal Division Belagavi

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Mesurment for C.D

Item No Description of work No Measurement Qty

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposi

2 Rows CD @ 2.4 (1 Nos)

3 Rows CD @ 0.5 (1 Nos)

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150

2 Rows CD @ 2.4 (1 Nos)

3 Rows CD @ 0.5 (1 Nos)

3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well

4 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.5)

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse

2 Rows CD @ 2.4 (1 Nos)

Deduct for pipe -4 1.13 1.03 -4.66

3 Rows CD @ 0.5 (1 Nos)

Deduct for pipe -6 1.13 1.03 -6.98

6 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

7 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry wo

8 Providing and laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000mm dia

9 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.

2 Rows CD @ 2.4 (1 Nos)

Deduct for pipe -4 1.13 1.03 -4.66

at 5 Kg per Sqm 188.16 5.00 Kg 940.78

3 Rows CD @ 0.5 (1 Nos)

Deduct for pipe -6 1.13 1.03 -6.99

at 5 Kg per Sqm 217.65 5.00 Kg 1088.25

10 Construction of Embankment by excavating the available approved ravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the re

Deduct Pipe -2 1.13 8.02 -18.13

Deduct Pipe -3 1.13 8.02 -27.19

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Basavana Bagewadi PWD Division, Vijayapur

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Rate Analysis for C.D

Schedule of Rates 2023-24 379.5

S No Description of work SR VOL Page No Item No Unit Basic Rate Add 5% AWT Net rate Total 0.69

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m VOL-1 8 1.14.1 Cum 102.00 5.10 107.10 107.10 VOL-1 81.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates VOL-1 15 2.1.3 Cum 5989.00 299.45 6288.45 6288.45 VOL-1 152.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 6039.6

3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates VOL-1 15 2.2.1 Cum 6287.00 314.35 6601.35 6601.35 VOL-1 152.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

4 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.5) VOL-1 15 2.2.1 Addendum I sl no-03 Cum 314.35 15.72 330.07 330.07 VOL-1 152.2.1 Addendum I sl no-03 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications.(5% of Item No.5)

5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates VOL-1 16 2.4.2 Cum 6323.00 316.15 6639.15 6639.15 VOL-1 162.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 477.44

6 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7) VOL-1 16 Addendum I sl no-03 Cum 316.15 15.81 331.96 331.96 VOL-1 16Addendum I sl no-03 Providing and removing centering, shuttering, strutting, propping etc.,and removal of form work for RCC works including cost of all materials, labour complete as per specifications. (5% of Item No.7)

7 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia VOL-3 146 16.15 B m 7958.00 397.90 8355.90 8355.90 VOL-3 14616.15 B Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia

8 Providing and laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000mm dia VOL-3 146 16.16 b m 16007.00 800.35 16807.35 16807.35 VOL-3 14616.16 b Providing and laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000mm dia

9 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. VOL-1 18 2.11 h Tonne 79011.00 3950.55 82961.55 82961.55 VOL-1 182.11 h Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. 89646.76875

10 Construction of Embankment by excavating the available approved ravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work VOL-1 7 1.8 Cum 474.00 23.70 497.70 497.70 VOL-1 71.8 Construction of Embankment by excavating the available approved ravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Basavana Bagewadi PWD Division, Vijayapur

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

2 Rows CD @ 2.4km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Basavana Bagewadi PWD Division, Vijayapur

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

3 Rows CD @ 0.5km (1 Nos)

GSB+WMM+BM+SDBC

1000 mm dia NP3 Pipe 1.20

SECTIONAL ELEVATION

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division,Basavana Bagewadi PWD Division, Vijayapur

DLP Jungle cutting Abstract

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

SL. No Description of work Unit Qtty Rate Amount

1 Jungle clearence for 1st year DLP Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer 100 Sqm 81.60 393.00 32068.80

2 Jungle clearence for 2st year DLP Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer 100 Sqm 81.60 393.00 32068.80

Total in Rs 64137.60

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi

Measurement Sheet- 1st and 2nd year DLP

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

S.N Description of work No Measurement Qty

1 Jungle clearence for 1st year DLP Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer 0.75 8.8 1.75

1 Jungle clearence for 2st year DLP Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer 0.75 8.8 1.75

Assistant Executive Engineer,

PWD Sub Division, Bailhongal

Measurement Sheet- 2nd year DLP

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

S.N Description of work No Measurement Qty

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle By Mechanical Means using Dozer 0.75 8.8 1.75

Assistant Executive Engineer,

PWD Sub Division, Bailhongal

Annual Maintenance

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

SL. No Description of work Unit Length Rate in Rs. Amount in Rs.

1 Road maintenance for 3rd year for road with BM + SDBC as wearing coat. Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence. km 2.50 28630 71575.00

2 Road maintenance for 4th year for road with BM + SDBC as wearing coat. Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence. km 2.50 47010 117525.00

3 Road maintenance for 5th year for road with BM + SDBC as wearing coat. Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintainence of surface drains by clearing, cleaning, reshaping, deepening of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularites on shoulder wherever necessary maintainence and painting of 200m and km stones, white washing of parappet walls of CD works and tree trunks patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layer of the road and repairs to CD's including vent clearence. km 2.500 58330 145825.00

Total in Rs 334925.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Bailhongal PWD Division, Belagavi

Name of Work:Improvements to Karimani-Marakumbi Via Chikkoppa Road in the Bailhongal constituency of the Savadatti taluk of Belagavi district From 0.00 km to 3.55 km in Selected Reaches.

Road Category: MDR Sub Division : Bailhongal Division : Belagavi Circle :Belagavi

Start Latitude: 15.851161 Longitude:74.886366 End Latitude: 15.922403 Longitude:74.863023

CD CD CD CD CD CD CD Harogoppa Village CD CD CD CD Chachadi Village

Carriage Way 5.5m 3.75 m Work under progress Appendix-E 2022-23 Work indent No.154887. GSB:100mm WM:225mm BM:50mm SDBC:25mm . Road Improved under 3054-MDR Flood Work 2021-22 indent :149007 GSB:100mm WM:225mm BM:50mm SDBC:25mm . Reconstruction ]

Non Feasible Annual Maintenance for 2024-25(More than 5 Years) Work under progress Annual Maintenance for 2024-25 Last 5 Years Developed Length (2024-25 Maintenance) Annual Maintenance for 2024-25(More than 5 Years) 5.1 change to 4.850

Legends Desciption Silent Features 3).Proposed works under Annual Works 2022-23 2).Maintenance for 2024-25 Village/City Limit

Completed Works & Under DLP Lane Width Details Total Length (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Name of Village/ City From To L (in Km)

Works Under Annual Maintenance 2024-25 Single Lane 10.55 Km (Km 0.00 to 10.55) 10.55 5054-Appendix-E 1.80 4.85 RC/RS 3.05 3054 0.00 1.80 Maint 1.80 Harogoppa 6.00 7.00 1.00

Proposed Works under 2024-25(More Than 5 Years) Intermediate lane - 0.00 3034 MDR Flood 5.60 8.80 RC/RS 0.00 4.85 5.60 Maint 0.75 Chachadi 10.20 10.55 0.35

Work Under progress Two lane 0.00 Km 0.00 - - - - 5.60 8.80 Maint 3.20

Works Eligible for Renewal Two lane + PS 0.00 Km 0.00 Total Length (in Km) 3.05 8.80 10.55 Maint 1.75 Total Length (in Km) 1.35

Major Bridges Four lane 0.00 Km 0.00 4). On going works Total Length (in Km) 7.50

Minor Bridges Major Bridges 0 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Other Department Works

CD Minor Bridges 0 - - - - Under From To L (in Km)

Village/ City Name Railway Crossing - - - - - KRDCL 0.00

Railway Crossing Overlap Length - 0.00 KSHIP 0.00

Proposed Works under 2024-25(Less then 5 Years) Total Length (in Km) 10.55 Total Length (in Km) 0.00 SHDP 0.00

5). Eligible for Renewal Total Length (in Km) 0.00

HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

0.00 0.00 Ren 0.00 No. Details Length

1 1). Completed Works and under DLP 0.00 2024-25 Maintenance Abstract

Assistant Executive Engineer Public Works Department Sub-Division Bailhongal Executive Engineer Public Works Department Division Belagavi 1). Completed Works and under DLP 2 2).Maintenance for 2024-25 7.50 Description Length in Km

HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) 3 3).Proposed works under Annual Works 2022-23 3.05 Last 5 Years Developed Length 3.20

3054 0.00 0.00 RS 0.00 4 4). On going works 0.00 More than 5 years Developed length 4.30

RS 0.00 5 5). Eligible for Renewal 0.00 Total Maintenance length 7.50

RS 0.00 Total Length (in Km) 10.55 Total Length of the Road 10.55

Total Length (in Km) 0.00