Annual maintenance of Sindhanur-Hemmadaga (SH-30) km 230.32 to 233.42 in Bailhongal Taluk for the year 2026-27.(Reserved for Category-II(A) only).

FULL DETAIL BAR CHART - SH ROAD ID BI202

NAME OF ROAD : ANNUAL MAINTAINANCE OF SINDHANOOR - HEMMADAGA ROAD (SH-30) IN BAILHONGAL TALUKA KM.NO.211.60 TO 233.42 ROAD ID : BI202

ROAD CATEGORY : SH SUBDIVISION : BAILHONGAL DIVISION : BELAGAVI CIRCLE : BELAGAVI

START LATTITUDE:15.65333 AND LONGITUDE:74.97888 END LATTITUDE:15.96861 AND LONGITUDE:74.760277

KARIKATTI BELAWADI PATTIHAL K B

Road Details (CD Details)

Last Five Year road Improved Details

9.00 m 5.50 m KRDCL R0AD UNDER DLP SH 73 OVER LAP

WI 6776 GSB 150mm WMM 250mm DBM 50mm BC 30mm Annual Maintenance for 2026-27 More Than 5Years Non Feassible road Annual Maintenance for 2026-27 More Than 5Years

Proposed Year Details

KRDCL R0AD UNDER DLP SH 73 OVER LAP

Appendix E work Under DLP Annual Maintenance for 2026-27 More Than 5Years Non Feassible road Annual Maintenance for 2026-27 More Than 5Years

Legends Desciption Silent Features 1). Completed Works and under DLP 4) On going works

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 L (in Km)

Annual Maintenance for 2026-27 More than 5 Year Single Lane 5054 RC 5054 SH Imp 227.72 230.32 RC 2.60

Proposed Works under 2026-27 Intermediate lane 227.72 TO 233.42 5.70 Total Length (in Km) 5055 SH Imp

Work Under progress Two lane 211.60 TO 227.72 16.12 Total Length (in Km) 2.600

Works Eligible for Renewal non feassible road Two lane + PS 2).Maintenance for 2025-26

Major Bridges Four lane - - HEAD OF ACCOUNT From To Provisions L (in Km)

Minor Bridges Major Bridges - - 3054 SH 230.32 233.42 Maint 3.100 5) Eligible for Renewal

CD Minor Bridges - - 3055 SH HEAD OF ACCOUNT From To Provisions L (in Km)

Village/ City Name Railway Crossing - - 3056 SH 231.61 232.01 - 0.40

Railway Crossing Overlap Length - 2.44 3057 SH

Annual Maintenance for 2026-27 Less than 5 Year Total Length excluding over lap length (in Km) 19.38 3058 SH Total Length (in Km) 0

Total Length including over lap length (in Km) 21.82 Total Length(KM) 3.10

2024-25 Maintenance Abstract

Village/City Limit Other Department Works No. Details Length Description Length in Km

Name of Village/ City From To L (in Km) Under From To L (in Km) 1 1). Completed Works and under DLP 0.000 3) Proposed works under Annual Works 2025-26 Less Than 5 Years Developed Length (2024-25 Maintenance) 0.00

KARIKATTI 212.10 212.30 0.20 KRDCL 211.60 225.28 13.68 2 2).Maintenance for 2025-26 2.700 HEAD OF ACCOUNT From To Provisions L (in Km) More than 5 years Developed length (24-25 Maint) 3.10

BELAWADI 225.00 226.00 1.00 KSHIP - - - 3 3) Proposed works under Annual Works 2025-26 0.000 Appendix-E - - - Total Maintenance length 3.10

PATTIHAL K B 231.82 232.01 0.19 SHDP 4 4) On going works 2.600 Total Length (in Km) 0.000 Total Length of the Road 19.38

PRAMC - - - 5 5) Eligible for Renewal 0.400

Total Length (in Km) 1.390 Total Length (in Km) 13.680 Total Length (in Km) 5.700

Assistant Executive Engineer Executive Engineer

PWD, Sub Division Bailhongal PWD, Division Belagavi

2024-25 Maintenance Abstract

Description Length in Km

Last 5 Years Developed Length (2024-25 Maintenance) 0.00

More than 5 years Developed length (24-25 Maint) 0.00

Total Maintenance length 0.00

Total Length of the Road 0.00

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 ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ಕಿ.ಮೀ 230.32 ರಿಂದ 233.42 ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು. Sindhanur-Hemmadaga (SH-30) from Km 230.32 to 231.80 and from Km 232.05 to 233.42 in Bailhongal Taluk of Belagavi District for the year 2025-26 Under 3054-03-337-0-05-200 SH Maintenance.

ESTIMATED COST : Rs 6.20 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 2025-26

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 ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ಕಿ.ಮೀ 230.32 ರಿಂದ 233.42 ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು for the year 2026-27 Under 3054-03-337-0-05-200 SH Maintenance.

Estimated Cost. : Rs. 6.20 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 ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ಕಿ.ಮೀ 230.32 ರಿಂದ 233.42 ರ ವರೆಗೆ 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 ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ಕಿ.ಮೀ 230.32 ರಿಂದ 233.42 ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

ಬೈಲಹೊಂಗಲ ಉಪವಿಭಾಗದ 2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ಕಿ.ಮೀ 230.32 ರಿಂದ 233.42 ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು ಕಾಮಗಾರಿಯು ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ : 2026-27 ನೇ ಸಾಲಿನ 3054-03-337-0-05-200 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ನಿರ್ವಹಣೆ ಅನುದಾನದಡಿ ರೂ. 6.20 ಲಕ್ಷಗಳಿಗೆ ಕಾರ್ಯಕ್ರಮ ಪಟ್ಟಿಯಲ್ಲಿ ಅನುಮೋದನೆಗೊಂಡಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯ ಭಾಗಗಳಿಗೆ ನಿರ್ವಹಣೆಗಾಗಿ ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ. ಕಿ.ಮೀ 231.65 ಇಂದ ಕಿ.ಮೀ 231.80 ರವರೆಗೆ ಡಾಂಬರಿನಿಂದ ತಗ್ಗು ಗುಂಡಿಗಳನ್ನು ತುಂಬಲು ಬಾರದಿರುವುದರಿಂದ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಸದರಿ ಚೈನೇಜನಲ್ಲಿ ಡಾಂಬರ ಪಾಟಹೊಲ್ ಐಟಂನ್ನು ಪರಿಗಣಿಸಿರುವದಿಲ್ಲ ಮತ್ತು ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಮುರಂ ಹಾಗೂ WBM ತುಂಬಲಾಗುವುದು. ಜಂಗಲ್‌ ಕಟ್ಟಿಂಗನ್ನು 2 ಬಾರಿ ಪರಿಗಣಿಸಲಾಗಿದ್ದು(Pre Mansoon and Post mansoon) ಮತ್ತು ಡಾಂಬರಿನಿಂದ 3% ವರೆಗೆ ತಗ್ಗು ಗುಂಡಿ ತುಂಬಲಾಗುವುದು.

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 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.

11 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.

12 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.

13 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

14 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

ಸದರಿ ಅಂದಾಜು ಪಟ್ಟಿಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ (2026-27 ಕ್ಕೆ ಮುಂದುವರೆದ) ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಏಕರೂಪ ದರಪಟ್ಟಿಯಂತೆ ದರಗಳನ್ನು ಅಳವಡಿಸಿ ರೂ. 6.20 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಿ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ಕಿ.ಮೀ 230.32 ರಿಂದ 233.42 ರ ವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

Recaptulation sheet

Sl. No. Description Amount

1 For Annual Maintenance Rs. 524373.10 524368.09 -5.01

3 Add for Misc & Rounding off Rs. 1239.75 1245.65

Grand Total Rs. 620000.00

Assistant Executive Engineer, Executive Engineer,

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

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ಕಿ.ಮೀ 230.32 ರಿಂದ 233.42 ರ ವರೆಗೆ 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 158.10 393.00 62133.30

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 744.00 6.00 4464.00

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 387.50 39.00 15112.50

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 155.00 97.00 15035.00

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 81.12 388.00 31476.50

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 243.37 635.00 154543.12

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 16.64 27.00 449.17

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 3.00 2047.00 6141.00

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 3.00 206.00 618.00

10 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. No 56.00 365.00 20440.00

11 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. Sqm 10.95 530.00 5803.50

12 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. each 3.00 3591.00 10773.00

13 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 No 1.00 5623.00 5623.00

14 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 No 12.00 3573.00 42876.00

15 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 550.00 5.00 2750.00

16 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 55.00 493.00 27115.00

17 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 55.00 2164.00 119020.00

Assistant Executive Engineer, Executive Engineer,

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

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ಕಿ.ಮೀ 230.32 ರಿಂದ 233.42 ರ ವರೆಗೆ 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,.

Post Mansoon 3100.00

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. . 3.1

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, .

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,.

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 3.00 206.00 618.00

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.

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.

Sqm Total Qty 10.95 530.00 5803.50

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.

Each Total Qty 3.00 3591.00 10773.00

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

Each Total Qty 1.00 5623.00 5623.00

15 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

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

In Selected reaches Total Qty 550.00 5.00 2750.00

17 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

In Selected reaches Total Qty 55.00 493.00 27115.00

18 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

In Selected reaches 100.00 Total Qty 55.00 2164.00 119020.00

Assistant Executive Engineer, Executive Engineer,

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

2026-27 ನೇ ಸಾಲಿನ ಬೈಲಹೊಂಗಲ ತಾಲೂಕಿನ ಸಿಂಧನೂರ-ಹೆಮ್ಮಡಗಾ (ರಾ.ಹೆ-30) ಕಿ.ಮೀ 230.32 ರಿಂದ 233.42 ರ ವರೆಗೆ 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 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

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. Vol-III 93 10.15 (i) 388.00 0.00 0.00 388.00 m2

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. Vol-III 93 10.15 (ii) 635.00 0.00 0.00 635.00 m2

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, . Vol-III 148 16.26 27.00 0.00 0.00 27.00 m2

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,. Vol-III 147 16.20 (i) 2047.00 0.00 0.00 2047.00 No

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. Vol-III 148 16.24 (i) 206.00 0.00 0.00 206.00 Km

10 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

11 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

12 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

13 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-I 79 8.55 5623.00 0.00 0.00 5623.00 No

14 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-I 92 10.6 7 0.00 0.0 7.00 mt

15 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-I 92 10.9 64 0.00 0.00 64.00 mt

16 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-I 76 8.48 3573 0.00 0.00 3573.00 No

17 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

18 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

19 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

20 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

21 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 each

22 16.17 1101.6 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets Vol-III 147 16.17 2592 0.00 0.00 2592.00 m

Assistant Executive Engineer, Executive Engineer,

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