Annual maintenance of Jatta-Jamboti (SH - 31) km 125.55 to 137.45 and km 147.51 to 152.45 in Bailhongal Taluk for the year 2026-27.

Bar charts showing the details of works on National Highway's coming under jurisdiction of NH Circle Dharwad.

Strengthening Work approved under Annual Plan for the year2021-22. Estimate under scrutiny at RO office. (Lane width:9m)

NH-63 Karwar NH Division Four lane Widening/improvement Work approved under Annual Plan for the year2021-22 Work completed on 12.12.2018.Under DLP period till 11.12.2021. Strengthening work completed. vide J.No.16-17-820. Foreclosure proposal submitted to Ministry office. (Lane width:7m) Under M&R

Widening work completed on 31.01.2021. Under DLP for next 3 years (Lane width:7m.) Under M&R

NH-206 (New NH-69) Karwar Divn. (Honnavar sub-divn)

Bar charts showing the details of works on National Highway's coming under jurisdiction of NH Circle Dharwad.

Name of City , Villages & Bridges Start point Tintani Bridge Golapalli bridge (MJB) Lingasusgur Maski MJB Sindhanur Shrirampura Junction MJB End Point Dadesugura Bridge

NH-150A Vijayapura Divn. (Hunagund sub-divn)

Periodical Renawal work Physically completed. Vide J.No.2019-20-29 DLP Upto 30-03.2021 (lane width 5.5 m) The Siad Streach is under 2021-22 Annual plan for widening, The proposal Submitted to CE office Periodical Renawal work Physically completed. Vide J.No.2019-20-29 DLP Upto 30-03.2021 (lane width 2 lane +PS) (Lane width:4 lane) CC Road Under DLP KRDCL Raech (Lane width:4 lane) CC Road Under DLP Lane width:2 lane+PS) CC Road Under DLP upto Under M&R (lane width 5.5m)

Periodical Renawal work Physically completed. Vide J.No.2019-20-19. (Lane width:2 Lane)

Periodical Renawal work Physically completed. Vide J.No.2019-20-19. (Lane width: 5.5 m)

NH-367 Vijayapura Divn. (Hunagund sub-divn) (Lane width: 3.75 m) Under M&R

FULL DETAILS BAR CHART-(SH-31 Road RIS ID: BAI3 )

Name of the Road :) Annual Maintenance to JATH - JAMBOTI ROAD (SH-31) from Km 144.52 to 153.20 in Kittur/Bailhongal Constituency of bailhongal Taluk in Belgavi Dist

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

START LATITUDE:15.59572 LONGITUDE:74.49201 END LATITUDE:15.46201 LONGITUDE:74.39582

Bailhongal Taluka Border Minor Bridge Minor Bridge Minop Minor Bridge Vannur Village Mallapur Nrsaragi Madhanabahvi Minor Bridge Murkibhavi Bailwad Village Bailhongal Town Limit Minor Bridge Sanikoppa Sampagoan Chikkabagewadi

LAST FIVE YAER DETAILS

7.00 m SHDP-IV Work Compeleted & under DLP GSB:200mm WMM:250mm DBM:50mm BC:30mm Work In Progress under SHDP-V for the year 2025-26 Non Feasible Length No work Proposed for Last 5 Years WORK IN Progress Improved under KRDCL (IN DLP)

PROPOSED YEAR DETAILS

Annual Maintenance for 2026-27 Less Than 5 Years Work In Progress under SHDP-V for the year 2025-26 Non Feasible Length ANNUAL MAINTENANCE for Year 2026-27 For More than 5 Years WORK IN Progress Improved under KRDCL (IN DLP)

Legends Desciption Silent Features 3).Proposed works under Annual Works 2024-25 2).Maintenance for 2026-27 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(More than 5 years) Single Lane 0.00 Km 0.00 3054 125.55 137.45 Maint 11.90 Vannur 127.50 128.00 0.50

Works Under Annual Maintenance 2024-25(Less than 5 years) Intermediate lane 0.00 Km 0.00 149.30 152.45 Maint 3.15 Mallapur 134.60 135.20 0.60

Proposed Works under 2024-25/Work Under progress Two lane 47.90 Km 47.90 - - - - 0.00 Nesaragi 136.35 137.45 1.10

Works Eligible for Renewal Two lane + PS 0 0.00 Total Length (in Km) 0.00 Total Length (in Km) 15.05 Madhanabhavi 139.00 139.50 0.50

Major Bridges Four lane 0.00 Km 0.00 4). On going works 1). Completed Works and under DLP Murkibhavi 141.10 141.90 0.80

Minor Bridges Major Bridges 1Nos 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) Bailwad 147.50 148.30 0.80

CD Minor Bridges 7 Nos SHDP-V 137.45 144.52 RC 10.06 3054-SH 153.20 173.45 - 20.25 Bailhongal 150.00 154.00 4.00

Village/ City Name Railway Crossing - App-E 153.20 152.45 REN 0.75 Sanikoppa 160.30 160.70 0.40

Railway Crossing Overlap Length 0 0.00 Sampagoan 162.20 163.70 1.50

Total Length (in Km) 47.90 Total Length (in Km) 10.81 Chikkabagewadi 170.70 172.00 1.30

5). Eligible for Renewal Total Length (in Km) 20.25 Total Length (in Km) 11.50

Maintenance Abstract 2026-27 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Description Length - - - - No. Details Length

Last 5 Years Developed Length (2025-26 Maintenance) 11.90 1 1). Completed Works and under DLP 20.25 Other Department Works

2 2).Maintenance for 2026-27 15.05 Under From To L (in Km)

More than 5 years Developed length (25-26 Maint) 3.15 Assistant Executive Engineer, Executive Engineer, 3 3).Proposed works under Annual Works 2024-25 0.00 KRDCL 153.20 173.45 20.25

P.W. Department, P.W. Department, 4 4). On going works 10.81 KSHIP 0.00

Total Maintenance length 15.05 Sub - Division, Bailhongal. Division, Belagavi 5 5). Eligible for Renewal /Non feasible 1.79 SHDP 0.00

Total Length of the Road 47.90 Total Length (in Km) 47.90 Total Length (in Km) 20.25

Bar charts showing the details of works on National Highway's coming under jurisdiction of NH Circle Dharwad.

NH-63 Karwar NH Division PR work proposed. Work completed on 12.12.2018. Strengthening work completed. vide J.No.16-17-820 PR work proposed. Work sanctioned under PR for the year 19-20. work completed. Ylp town limit 16-17-008 Work sanctioned under PR for the year 19-20.Estimate to be submitted from division.

EPC work under progress. (J.No.KNT-16-17-838) From Km.142.75 to 267.600 handed over to NHAI. Only one time improvement from Km.187.00 to 193.50(Gadag city limit) and 248.30 to 255.16(Koppal city limit) is taken up by NH Dept. and works are completed.

NH-63 Hubli NH Division Work nearing completion. KNT-16-17-832 * The work Construction of minor bridge @ Km.112.30 with approaches from Km.110.00 to 112.800 -tender under process & * PR work from Km.112.800 to 128.85-estimate submitted to Ministry.

Chainage 106.00 110.00

IL PR Work completed on 28/12/2018. DLP was upto Dec-2019.

NH-206 Karwar Divn. (Honnavar sub-divn) Widening from Single/Intermediate Lane to two lane from Km 299.600 to 348.00 is under Progress & it will be completed on 28/02/2020

Vijaypur (4.4 to 56) & Hubli (56 to 193.35) EPC work is under progress and is nearing completion. (Job No.KNT-16-17-836) EPC work is under progress and is nearing completion. (Job NO.KNT-14-15-775) EPC work is under progress and is nearing completion. (Job NO.KNT-14-15-776) EPC work is under progress and is nearing completion. (Job NO.KNT-2012-735)

* Construction of 4-lane ROB @ Km.15 on NH-218:For land acquisition, 3(D) notified.

ROB at CH 0.50 work under progress 2L+PS-Work completed in 2017.DLP completed on 31 Mar-2020. 2L+PS-Work under progress. (Job No.17-18-869) 95 % work completed. 2L 2L Under M& R

IL-5.5m width IL

NH-367 Hubli (0.00 to 104) Estimate submitted under Annual plan 2021-22 2L+PS-Work under progress. (Job No.19-20-905) Work under progress. Estimate submitted under Annual plan 2021-22 PR work under progress

* Construction of 4-lane ROB @ Km.0.517 -Revised cost estimate/Financial bid submitted to Ministry.

0.00 to 71.00 is ylb and remaining ch. Comes under Naragund Sub-divn.

NH-367 Vijaypur (104 to 157.80) PR work proposed for the year 2019-20.

Widening to 4-laning work completed by KRDCL.

NH-766C Hubli Widening work estimate submitted to Central office. PR works from 170.2 to 177, from Km.179 to 189.7 & Km. 195.00 to 196.00 approved.The reach from Km. 177 to 179 & 189.7 to 195.00 are under DLP.

Work physically completed.J.No.16-17-800 4L

Work physically completed. J.No.16-17-800 2L

IL IL PR work estimate submitted to Ministry.

PR work costing 12.90 crores technical bid submitted to Central office on 27.12.2019.

NH-150A Kalaburagi (50 to 89.30)& Vijaypur (89.30 to 142.00)

* NH-150A from Km.0.00 to 50.00 handed over to NHAI.

* Construction of minor bridge @ Km 127.537 is under progress.( Est cost: 4.73 Crores)

* Widening of major bridge proposed @ Ch.171.60/Estimate costing 21.21 Crores submitted under Annual plan 19-20.

* FDR work- to Tungabhadra major bridge @ Km.198.24 costing Rs.1.25 Crores- Tender called.

Work under progress. 60% work completed. (J.No.KNT-16-17-823) Work under progress. 30% work completed. (J.No.KNT-16-17-816)

NH-50 Kalaburagi NH Division

*Construction of 4-lane ROB @ Km.66.90-agreement executed. Due to land acquisition appointed date is not issued.

*Humnabad town limit from Km.96.64 to 100.00 PR work estimate submitted.

* FDR work from Km.62.87 to 63.27 costing 45.00 Lakhs sanctioned- Tender to be called.

PR work costing 10.33 crores technical bid submitted to Central office on 27.12.2019. 2L+PS

NH-150E Kalaburagi NH Division

Work under progress. 70% work completed. (J.No.KNT-16-17-828) Yadgir town limit PR work submitted Work under progress. 80% work completed. (J.No.KNT-16-17-817)

NH-150 Kalaburagi NH Division

Widening to 2L+PS work-estimate submitted to Ministry under Annual plan.

NH-548B Vijaypur NH Division

IL Providing bitumen wearing course under M&R - Work completed in Dec-2019.

NH-161A Kalaburagi NH Division

SL-Single Lane-3.75m width

IL-Intermediate Lane-5.5m width

NH-752K Kalaburagi NH Division 2L-Two lane-7.0m width

2L+PS-Two lane along with Paved shoulder-10.00m width

0.00 48.20 6L- Six lane

PUBLIC WORKS DEPARTMENT

EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT, BELAGAVI DIVISION, BELAGAVI

OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT, SUB-DIVISION, BAILHONGAL. Need to ADD NFL IN GD AND ESTIMATE

: Head of Account : ¥ÁåPÉÃeï-2

3054-03-337-0-05-200 SH Maintenance for the year 2026-27

: Name of Work : NAME OF WORK:

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಜತ್ತ-ಜಾಂಬೋಟಿ (ರಾ ಹೆ - 31) ಕಿ.ಮೀ 125.55 ರಿಂದ 137.45 ಹಾಗೂ ಕಿ.ಮೀ.147.51 ರಿಂದ 152.45 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

ESTIMATED COST : Rs 19.90 Lakhs.

PARAGRAPH 130(A) OF THE KARNATAKA PUBLIC WORKS

DEPARTMENTAL CODE.

E S T I M A T E.

Division. : Executive Engineer, PW Dept. Belagavi Division, Belagavi

Sub-Division . : AEE, PWD Sub-Dn. Bailhongal.

Fund Head. : 3054-03-337-0-05-200 SH Maintenance for the year 2026-27

Service Head. :

Departmental Head. :

Estimate framed in the office of the Assistant Executive Engineer, P.W.D. Sub-Division, Bailhongal and probable expenses that will be incurred for the work of 2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಜತ್ತ-ಜಾಂಬೋಟಿ (ರಾ ಹೆ - 31) ಕಿ.ಮೀ 125.55 ರಿಂದ 137.45 ಹಾಗೂ ಕಿ.ಮೀ.147.51 ರಿಂದ 152.45 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

Estimated Cost. : Rs. 19.90 lakhs.

Administratively sanctioned under : No.____________Date ___________

Technically sanctioned under : No.____________Date ___________

Estimate Prepared by : Shri. Shashank Giregol, AE

Estimate Checked by : Shri.Anil M, AEE

(Call or Authority) :

" Separate Sheet Enclosed "

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಜತ್ತ-ಜಾಂಬೋಟಿ (ರಾ ಹೆ - 31) ಕಿ.ಮೀ 125.55 ರಿಂದ 137.45 ಹಾಗೂ ಕಿ.ಮೀ.147.51 ರಿಂದ 152.45 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

P.W.D. CODE PARA-133

C E R T I F I C A T E

This to certify that, Anil M, Assistant Executive Engineer, have personally visited the spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.

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 in sufficient quantity are included while preparing the estimate, and specification of items included are completed and correct.

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. The said work has not been included / proposed / over lapped in any other proposed or approved programme.

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಜತ್ತ-ಜಾಂಬೋಟಿ (ರಾ ಹೆ - 31) ಕಿ.ಮೀ 125.55 ರಿಂದ 137.45 ಹಾಗೂ ಕಿ.ಮೀ.147.51 ರಿಂದ 152.45 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

ಬೈಲಹೊಂಗಲ ಉಪವಿಭಾಗದ 2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಜತ್ತ-ಜಾಂಬೋಟಿ (ರಾ ಹೆ - 31) ಕಿ.ಮೀ 125.55 ರಿಂದ 137.45 ಹಾಗೂ ಕಿ.ಮೀ.147.51 ರಿಂದ 152.45 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು for the year 2026-27 under 3054-03-337-0-05-200 SH Maintenance for the year 2026-27 ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಯು ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ : 2026-27 ನೇ ಸಾಲಿನ 3054-03-337-0-05-200 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ನಿರ್ವಹಣೆ ಅನುದಾನದಡಿ ರೂ. 19.90 ಲಕ್ಷಗಳಿಗೆ ಕಾರ್ಯಕ್ರಮ ಪಟ್ಟಿಯಲ್ಲಿ ಅನುಮೋದನೆಗೊಂಡಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯ ಭಾಗಗಳಿಗೆ ನಿರ್ವಹಣೆಗಾಗಿ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ. Jatta-Jamboti (S.H-31) km.147.51 to 149.30 ( ಒಟ್ಟು: 1.79 ಕಿ.ಮೀ) ರ ವರೆಗೆ ತೀರಾ ಹಾಳಾಗಿ ರಸ್ತೆ ಮೇಲ್ಮೈ ಸಂಪೂರ್ಣ ಹಾಳಾಗಿ ಕಿತ್ತು ಹೋಗಿದ್ದು, Asphalt Pothole Filling ಮಾಡಲು ಸಾಧ್ಯವಿರುವದಿಲ್ಲ. ಆದರೆ ಸದರಿ ರಸ್ತೆಯ ಭಾಗವನ್ನು ಸಾರ್ವಜನಿಕರಿಗೆ ಕನಿಷ್ಠ ಅವಕಾಶ ಮಾಡಿಕೊಡುವ ನಿಟ್ಟಿನಲ್ಲಿ Asphalt ರಸ್ತೆ ಮಾಡಲು ಬೇಕಾಗುವಷ್ಟು ಅನುದಾನ ಲಭ್ಯವಿಲ್ಲದ ಕಾರಣ WBMನಿಂದ Pothole Fill ಮಾಡಿ ಸುಗಮ ಸಂಚಾರಕ್ಕೆ ಅನುವು ಮಾಡಿ ಕೊಡಲಾಗಿದೆ.

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. a In area of light jungle,.

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, .

4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. .

5 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.

6 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.

7 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, .

8 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909,.

9 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint.

10 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator

11 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

12 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Using Screening Crushable type such as Moorum or Gravel

ಸದರಿ ಅಂದಾಜು ಪಟ್ಟಿಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ (2026-27 ಕ್ಕೆ ಮುಂದುವರೆದ) ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಏಕರೂಪ ದರಪಟ್ಟಿಯಂತೆ ದರಗಳನ್ನು ಅಳವಡಿಸಿ ರೂ. 19.90 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಿ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಜತ್ತ-ಜಾಂಬೋಟಿ (ರಾ ಹೆ - 31) ಕಿ.ಮೀ 125.55 ರಿಂದ 137.45 ಹಾಗೂ ಕಿ.ಮೀ.147.51 ರಿಂದ 152.45 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

Recaptulation sheet

Sl. No. Description Amount

1 For Annual Maintenance Rs. 1685644.85 1685645.24

3 Tender Premium Rs. 0.00 1990000.00

3 Add for Misc & Rounding off Rs. 939.08 938.62

Grand Total Rs. 1990000.00

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Divn Bailhongal Public Works Dept., Divn Belagavi

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಜತ್ತ-ಜಾಂಬೋಟಿ (ರಾ ಹೆ - 31) ಕಿ.ಮೀ 125.55 ರಿಂದ 137.45 ಹಾಗೂ ಕಿ.ಮೀ.147.51 ರಿಂದ 152.45 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

ESTIMATE (ABSTRACT) - PART-A

Sl. No. Description of Item Unit Qty. 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. a In area of light jungle,. 100 m2 593.60 393.00 233284.80 593.60 593.60 0.00 593.60

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. m 10952.00 6.00 65712.00 0.00 10952.00 0.00 10952.00

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, . m2 1026.75 39.00 40043.25 0.00 1026.75 0.00 1026.75

4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. . m2 308.02 97.00 29878.43 0.00

5 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. m2 1330.00 388.00 516040.00 0.00

6 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. m2 449.75 635.00 285591.25 0.00

7 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, . m2 75.00 27.00 2025.00 0.00

8 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909,. No 10.00 2047.00 20470.00 0.00

9 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint. Km 13.00 206.00 2678.00 #REF!

10 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 2261.88 5.00 11309.38 #REF!

11 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 226.19 493.00 111510.44 #REF!

12 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Using Screening Crushable type such as Moorum or Gravel Cum 169.64 2164.00 367102.31 #REF!

18 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 0.00 10152.00 0.00 #REF!

19 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 109.00 0.00 #REF!

20 5.4 503 (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 Sqm 0.00 14.00 0.00 #REF!

21 Supplying and installation of Flexible Median Marker (roadway indicators, hazard markers) as per IRC 79-2019 for improving median visibility of the road.It shall be made from a combination of tough, high impact resistant engineering thermoplastic material with edge sealed and U shape structure having rebound/ bounce back property having overall height, width and body thickness not less than 180mm, 120mm and 6.5 mm respectively. The reflective sheeting shall be of Type XI Flourescent Yellow as per IRC : 67 and it should be on both each 353.00 0.00 #REF!

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Dn. Bailhongal Public Works Dept., Dn. Belagavi

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಜತ್ತ-ಜಾಂಬೋಟಿ (ರಾ ಹೆ - 31) ಕಿ.ಮೀ 125.55 ರಿಂದ 137.45 ಹಾಗೂ ಕಿ.ಮೀ.147.51 ರಿಂದ 152.45 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

SL No Description of work Unit No Measurement Qty 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. a In area of light jungle,.

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, .

5 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. . #REF!

6 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.

7 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.

8 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, .

White washing to CDs m2 10 5.00 1.50 75.00

9 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909,.

Repairs & vent clearance to CDs Each 10 1.00 10.00

10 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint.

Km Total Qty 13.00 206.00 2678.00

11 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator

12 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 2486326.154

Selected reaches Total Qty 23.50% 226.19 493.00 111510.44

13 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Using Screening Crushable type such as Moorum or Gravel

Selected reaches Total Qty 23.50% 169.64 2164.00 367102.31

24 5.4 503 (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

Selected reaches Total Qty 0.00 14.00 0.00

21 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.

Bailhongal City Limits 0.00

Selected reaches Total Qty 0.00 10152.00 0.00

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Dn. Bailhongal Public Works Dept., Dn. Belagavi

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಜತ್ತ-ಜಾಂಬೋಟಿ (ರಾ ಹೆ - 31) ಕಿ.ಮೀ 125.55 ರಿಂದ 137.45 ಹಾಗೂ ಕಿ.ಮೀ.147.51 ರಿಂದ 152.45 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

S No Description of work SR Vol Page No Item No Basic Rate Area Wtage 0% Add 18% for GST Finished Rate Unit

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. a In area of light jungle,. Vol-III 9 2.5 a 393.00 0.00 0.00 393.00 100 m2

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Vol-III 147 16.19 6.00 0.00 0.00 6.00 m

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, . Vol-III 91 10.3 39.00 0.00 0.00 39.00 m2

4 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. Vol-III 91 10.1 188.00 0.00 0.00 188.00 m3

5 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. . Vol-III 91 10.2 97.00 0.00 0.00 97.00 m2

6 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-III 93 10.15 (i) 388.00 0.00 0.00 388.00 m2

7 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-III 93 10.15 (ii) 635.00 0.00 0.00 635.00 m2

8 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, . Vol-III 148 16.26 27.00 0.00 0.00 27.00 m2

9 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909,. Vol-III 147 16.20 (i) 2047.00 0.00 0.00 2047.00 No

10 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint. Vol-III 148 16.24 (i) 206.00 0.00 0.00 206.00 Km

11 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Vol-III 74 8.43 365.00 0.00 0.00 365.00 No

12 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/m2 area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Vol-III 67 8.15 530.00 0.00 0.00 530.00 Sqm

13 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle. Vol-III 67 8.6 3591.00 0.00 0.00 3591.00 each

14 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1 Vol-III 79 8.55 5623.00 0.00 0.00 5623.00 No

15 Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. I No:10.6 P No-92 vol No-1 Vol-III 92 10.6 5 0.00 0.0 5.00 mt

16 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material I No:10.9 P No-92 vol No-1 Vol-III 92 10.9 64 0.00 0.00 64.00 mt

17 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1 Vol-III 76 8.48 3573 0.00 0.00 3573.00 No

18 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Vol-III 17 3.4 5 0.00 0.00 5.00 Sqm

19 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 Vol-III 17 3.6 493 0.00 0.00 493.00 Cum

20 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Using Screening Crushable type such as Moorum or Gravel Vol-III 26 4.14(a) 2164 0.00 0.00 2164.00 Cum

21 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. Vol-III 43 5.31 10152 0.00 0.00 10152.00 Cum

22 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) Vol-III 67 8.16.(ii) 2927 0.00 0.00 2927.00 Cum

23 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Vol-III 66 8.10 109 0.00 0.00 109.00 m2

24 5.4 503 (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 Vol-III 31 5.4(ii) 14 0.00 0.00 14.00 m2

25 Supplying and installation of Flexible Median Marker (roadway indicators, hazard markers) as per IRC 79-2019 for improving median visibility of the road.It shall be made from a combination of tough, high impact resistant engineering thermoplastic material with edge sealed and U shape structure having rebound/ bounce back property having overall height, width and body thickness not less than 180mm, 120mm and 6.5 mm respectively. The reflective sheeting shall be of Type XI Flourescent Yellow as per IRC : 67 and it should be on both Vol-III 73 8.40 353 0.00 0.00 353.00 each

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Dn. Bailhongal Public Works Dept., Dn. Belagavi