Annual Maintenance of Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

Name of Work: Annual Maintanance of Aurad Sadashivagada SH-34 from km 442.19 to 447.80, & 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

For Maintenance Length 442.190 447.800 5.610 less than 5 years

458.280 460.000 1.720 More than 5 years

Total Maintenance Length 35.490

Overlap Length 0.000 0.000 0.000

Total NFL length 0.00 0.00 0.00

Total DLP length 447.800 452.770 4.970

ongoing work under APPENDIX-E 447.80 452.77 0.00

proposed under appendix E 460.36 462.57 2.21

ongoing work By other dept 0.00 0.00 0.00

Town Limit 464.88 466.91 2.03

Total length of road 47.95

(2) Manvi SH-14 from km 0.00 to 13.00

For Maintenance Length 0.00 13.00 13.00 more than 5 yrs

Total Maintenance Length 13.00

Overlap Length 0.00

Total NFL length 0.00 0.00

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 13.00

GOVERNMENT OF KARNATAKA

(PUBLIC WORKS DEPARTMENT)

COMMUNICATION & BUILDINGS

NORTH (ZONE) DHARWAD

EXECUTIVE ENGINEER

(Public Works Department)

BELGAUM DIVISION BELGAUM

Name of Work: Annual Maintanance of Aurad Sadashivagada SH-34 from km 442.19 to 447.80, & 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

ESTIMATED COST RS :- 25.00 Lakhs

PARAGRAPH 130 (A) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE

Division. PWD.Belgaum Division.Belgaum

Sub - Division. PWD, Sub- Dn.Ramdurg.

Fund Head. 3054-MDR MAINTENANCE

Department Head.

Annual Maintanance of Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

Estimated Cost (Rs. In Lakhs) Rs 25.00

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by 1) M S Patil AE-2

2) Devaraddi.P. (JE)

Checked by Shri.Ravikumar N .AEE

General Description

:ಪ್ರತ್ಯೇಕವಾಗಿ ಲಗತ್ತಿಸಲಾಗಿದೆ:

Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg Executive Engineer, PWD, Belgaum Dn.Belgaum

Annual Maintanance of Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಔರಾದ್-ಸದಾಶಿವಗಡ (ರಾ.ಹೆ) Km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 ರವರೆಗೆ (ಒಟ್ಟು ಕಿ.ಮೀ 35.49) ರಸ್ತೆಯ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು ನಿರ್ವಹಣೆಗೆ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಸದರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗಾಗಿ 2026-27 ನೇ ಸಾಲಿಗಾಗಿ ಸಿದ್ಧಪಡಿಸಿದ ಕ್ರಿಯಾ ಯೋಜನೆ ಕ್ರ.ಸಂ. ರನ್ವಯ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 6.00 ಲಕ್ಷ ಲೆಕ್ಕ ಶೀರ್ಷಕೆ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಅನುವು ಇರುತ್ತದೆ. ವಾಹನ ಸಂಚಾರದಿಂದ ಮತ್ತು ಮಳೆಯಿಂದಾಗಿ ರಸ್ತೆಯ ಮೇಲ್ಮೆಯ ಮೇಲೆ ಸಾಕಷ್ಟು ತಗ್ಗು ಗುಂಡಿಗಳು ಬಿದ್ದಿರುತ್ತದೆ. ಕಾರಣ ಅತೀ ಜರೂರ ಇರುವ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಯನ್ನು ಮಾಡುವದು ಅವಶ್ಯಕವಿರುತ್ತದೆ. ಒದಗಿಸಿರುವ ಅನುದಾನಕ್ಕೆ ತಕ್ಕಂತೆ ರಸ್ತೆ ಭಾಗದ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಯನ್ನು ಮತ್ತು ರಸ್ತೆ ಫರ್ನಿಚರಗಳ ಕಾಮಗಾರಿಗಳನ್ನು ಕೈಗೆತ್ತಿಕೊಳ್ಳಲಾಗಿದೆ.

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ.

1) ಜಂಗಲ ತೆಗೆಯುವುದು.

2) ಎಸ್.ಡಿ.ಬಿ.ಸಿ. ನಿಂದ ಗುಂಡಿಗಳನ್ನು ತುಂಬುವುದು.

3) Road Furnitures ಒದಗಿಸುವದು.

4) ಕಿ.ಮಿ. ಕಲ್ಲುಗಳಿಗೆ ಬಣ್ಣ ಬಳಿಯುವದು.

5) ಅಡ್ಡಮೋರಿಗಳ ಗೊಡೆಗಳಿಗೆ ಸುಣ್ಣ ಬಣ್ಣ ಬಳಿಯುವದು.

6) ರಸ್ತೆ ಬಾಹುಗೆ ಮೊರಮ್ ಅಳವಡಿಸುವದು.

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24ನೇ ಸಾಲಿನ (2026-27ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ರಾಜ್ಯವ್ಯಾಪಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 25.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜೀನಿಯರರು, ಲೋಕೋಪಯೊಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

Annual Maintanance of Aurad Sadashivagada SH-34 from km 442.19 to 447.80, & 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

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

Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg

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 preparaing 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.

Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg

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.

Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg

Annual Maintanance of Aurad Sadashivagada SH-34 from km 442.19 to 447.80, & 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

RECAPTULATION SHEET

Sl.no P a r t I c u l a r s A m o u n t

1 Maintenance of Road 1975583.27

2 Road Furnitures 142020.04

4 MISC AND ROUND OFF 1228.10 1228.04

SAY Rs:-(Laks) 25.00

PWD/2026-27/RD/WORK_INDENT42087

Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg Executive Engineer, PWD,Belgaum Dn.Belgaum

Annual Maintanance of Aurad Sadashivagada SH-34 from km 442.19 to 447.80, & 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

S.No Item Qty Unit Rate Amount

Road Maintenance

1 Clearing and Grubbing Road Land-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 By Mechanical Means using Motor Grader- In area of light jungle (P.No. 9, I.No. 2.5a , Vol-3) 630.82 100 m2 393.00 247912.26

2 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor Note: The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal (P.No. 91, I.No. 10.3, Vol-3) 1064.70 sqm 39.00 41523.30

3 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. (P.No. 147, I.No. 16.19, Vol-3) 709.80 m 6.00 4258.80

4 #REF! #REF! #REF! #REF!

4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 70.98 sqm 97.00 6885.06

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 isinclusive 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. (P.No. 93, I.No. 10.15(i), Vol-3) 1762.70 Sqm 388.00 683927.60

6 Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manualmeans 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.(P.No. 93, I.No. 10.15(ii), Vol-3) 1560.75 Sqm 635.00 991076.25

8 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom-Tack coat on Bituminous surface (P.No. 43 I.No.5.32, Vol-3) 0.00 sqm 12.00 0.00

9 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. (P.No. 43, I.No. 5.31. Vol-3) 0.00 Cum 10152.00 0.00

Road Furnitures

7 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 360.00 Sqm 109.00 39240.00

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, (Rate Including 18% GST). 769.67 Sqm 27.00 20781.04

9 Maintenance of 200 m and km stones: 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.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24] 15.00 Km 206.00 3090.00

10 Maintenance of 200 m and km stones: 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 Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade.[I.No.16.24(ii) / Page-148 of PWD SR (Vol. 3) 2023-24] 15.00 Km 1135.00 17025.00

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 warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (P.No. 150, I.No.21.c.1 , Vol-3) 80.00 No 365.00 29200.00

12 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 glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No, 803. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (P.No. 57, I.No. 8.15 , Vol-3) 0.00 Sqm 478.00 0.00

13 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 x3mm 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. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle (P.No. 53, I.No.8.5 , Vol-3) 0.00 No 3591.00 0.00

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 2.00 No 5623.00 11246.00

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 6.00 No 3573.00 21438.00

Total: 142020.04

Total Rs:- 2117603.31

Road Maintenance (Total):- 2117603.31

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Annual Maintanance of Aurad Sadashivagada SH-34 from km 442.19 to 447.80, & 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

S.No Item Nos Measurements Qty Unit

I) ROAD MAINTENANCE

1 Clearing and Grubbing Road Land-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 By Mechanical Means using Motor Grader- In area of light jungle (P.No. 9, I.No. 2.5a , Vol-3)

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Maintanance length 35.49 kms 2 1 35490.00 1.50 106470.00 Sqm

Deduct 40% voids 42588.00

Deduct village limits

Kadlikoppa -2 100.00 2.00 -400.00

Grand Total; 63082.00 sqm

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Maintanance length 35.49 kms 2 1 35490.00 1.50 106470.00

Deduct 60% voids 63882.00

Deduct village limits

Kadlikoppa -2 100.00 2.00 -400.00

Total: 0.00 Sqm

Grand Total; 63082.00 sqm

say in 100 sqm 630.82 100 sqm

2 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor Note: The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal (P.No. 91, I.No. 10.3, Vol-3)

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Maintanance length 35.49 kms 1 2% 35490.00 1.5 1064.7 Sqm

Total: 1064.70 sqm

G Total: 1064.70 sqm

3 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. (P.No. 147, I.No. 16.19, Vol-3)

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Maintanance length 35.49 kms 1 35490.00 2% 709.80 Mtr

Total: 709.80 mtr

G Total: 709.80 mtr

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

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Maintanance length 35.49 kms 2 1.0% 35490.00 0.10 70.98 Sqm

G Total: 70.98 Sqm

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 isinclusive 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. (P.No. 93, I.No. 10.15(i), Vol-3)

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Maintanance length 35.49 kms

G Total: 1762.70 Sqm

6 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with 1ype Sereenings standards wherever necessary by manualmeans 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.(P.No. 93, I.No. 10.15(ii), Vol-3)

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Maintanance length 35.49 kms

Grand Total: 1560.75 Sqm

8 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M20 Design Mix Using 15 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.17, I.No.2.4.1)

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Median Gap Concreting at Balekundri Ghat At Km 459.00 1 300.00 0.6 0.075 13.50 Cum

Total: 0.00 Cum

7 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Guard Stone Painting

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 1000 0.600 0.600 360.00 Sqm

Total: 360.00 Sqm

Grand Total: 360.00 Sqm

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, (Rate Including 18% GST).

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Total: 769.67 Sqm

9 Maintenance of 200 m and km stones: 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.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24]

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Total: 15.00 Km

Grand Total: 15.00 Km

10 Maintenance of 200 m and km stones: 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 Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade.[I.No.16.24(ii) / Page-148 of PWD SR (Vol. 3) 2023-24]

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Total: 15.00 Km

Grand Total: 15.00 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 warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (P.No. 150, I.No.21.c.1 , Vol-3)

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

For Scintific Road Breakers 5 1 10.00 50.00 No

In Curves Near Balekundri Ghat & Mullur Ghat 3 2 5.00 30.00 No

Total: 80.00 No

Grand Total: 80.00 No

12 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 glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No, 803. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (P.No. 57, I.No. 8.15 , Vol-3)

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

Over Scintific Humps 5 20 2.00 0.10 20.00 Sqm

in Curves 3 2 20.00 0.10 12.00 Sqm

Near to T,Y Junction & Ordinary Humps 6 2 30.00 0.10 36.00 Sqm

Total: 68.00 Sqm

Grand Total: 0.00 Sqm

12 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 x3mm 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. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle (P.No. 53, I.No.8.5 , Vol-3)

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

In Balekundri curve and Mullur Ghat Curves 1 8 0.0

Grand Total: 0.00 No

12 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

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

For Taluka Border near Kadlikoppa village 2 2.00

Grand Total: 2.00 No

13 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

1. Aurad Sadashivagada SH-34 from km 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89

near curves and junctions 6 6.00

Grand Total: 6.00 No

Assistant Executive Engineer Executive Engineer

PWD,Sub-Dn.,Ramdurg PWD, Div.Belgaum.

Annual Maintanance of Aurad Sadashivagada SH-34 from km 442.19 to 447.80, & 447.80 to 460.360, 462.57 to 464.876 (from 464.876 to 466.91 Town limit), 466.91 to 479.89 in Ramdurg Taluka for the year 2026-27

S.No Description of items Unit UNI S.R.2024-25 Rate as per S.R. Diff.in cost of Cement. Total Rate

P.No. Vol I.No . Const Diff.in cost Amount

ROAD MAINTENANCE

1 Clearing and Grubbing Road Land-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 By Mechanical Means using Motor Grader- In area of light jungle (P.No. 9, I.No. 2.5a , Vol-3) 100 m2 9 Vol-III 2.5a 393.00 393.00

2 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor Note: The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal (P.No. 91, I.No. 10.3, Vol-3) sqm 91 Vol-III 10.3 39.00 39.00

3 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. (P.No. 147, I.No. 16.19, Vol-3) m 147 Vol-III 16.19 6.00 6.00

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

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. (P.No. 93, I.No. 10.15(i), Vol-3) Sqm 93 Vol-III 10.15(i) 388.00 388.00

6 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with 1ype Sereenings standards wherever necessary by manualmeans 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.(P.No. 93, I.No. 10.15(ii), Vol-3) Sqm 93 Vol-III 10.15(ii) 635.00 635.00

7 Clearing of land slide in hard rock requiring blasting for 50 percent of the boulders and disposal of the same on the valley side. Cum 92 Vol-III 10.12 122.00 122.00

8 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M20 Design Mix Using 15 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.17, I.No.2.4.1) Cum 17 Vol-I 2.4.1 6404.00 6404.00

9 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom-Tack coat on Bituminous surface (P.No. 43 I.No.5.32, Vol-3) sqm 43 Vol-III 5.32 12.00 12.00

10 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. (P.No. 43, I.No. 5.31. Vol-3) Cum 43 Vol-III 5.31 10152.00 10152.00

11 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces sqm 66 Vol-III 8.1 109.00 109.00

12 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, (Rate Including 18% GST). m2 148 Vol-III 16.26 27.00 27.00

13 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,(Rate Including 18% GST). No 147 Vol-III 16.20 (i) 2047.00 2047.00

14 Maintenance of 200 m and km stones: 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.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24] km 148 Vol-III 16.24(i) 206.00 206.00

15 Maintenance of 200 m and km stones: 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 Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade.[I.No.16.24(ii) / Page-148 of PWD SR (Vol. 3) 2023-24] km 148 Vol-III 16.24(ii) 1135.00 1135.00

16 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. (P.No. 150, I.No.21.c.1 , Vol-3) No 150 Vol-III 21.c.1 365.00 365.00

17 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 glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No, 803. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (P.No. 57, I.No. 8.15 , Vol-3) Sqm 57 Vol-III 8.15 478.00 478.00

18 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 x3mm 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. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle (P.No. 53, I.No.8.5 , Vol-3) No 53 Vol-III 8.5. a.2 3591.00 3591.00

19 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 79 Vol-I 8.56 5623.00 5623.00

19 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 mt 92 Vol-I 10.60 5.00 5.00

20 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 mt 92 Vol-I 10.62 64.00 64.00

20 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 76 Vol-I 8.48 3573.00 3573.00

21 Welding by gas or electric plant including transportation of plant at site etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge 10cm 83 2 11.22 22.00 22.00

22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification. km 147 Vol-III 16.22 1984.00 1984.00

Assistant Executive Engineer Executive Engineer

PWD,Sub-Dn.,Ramdurg PWD, Div.Belgaum.

Name of the Road :- Aurad-Sadashivagada Road (SH-34) (RIS ID-RMG-206).

Road Category: SH 34 Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD

Ramdurg Taluka Border CD CD Batakurki village CD CD CD Mudenur Village Minor Bridge CD Salapur Cross Village CD Halagatti village CD CD Ramdurg Town Major Bridge RankalkoppaVillage Minor Bridge Mullur Village CD Kadlipkoppa Village CD

14.00 m Town limit

LAST FIVE YEAR DETAILS

14.00 m Annual Maintenance for 2026-27 (More than 5 years) Town limit

Annual Maintenance for 2026-27 (More than 5 years) Annual Maintenance for 2026-27 (More than 5 years)

Carriage Way S H D P - Phase - 4 ( 2021-22 UNDER 5054 ) (WI: 147206) SUBGRADE (250mm)GSB(200mm) ,WMM(250mm) , DBM(50mm) ,BC(30mm) Streach under Progress Appendix-E H/A 5054 for the year of 2022-23 (WI: 151789) GSB(200mm) ,WMM(250mm) , DBM(50mm) ,BC(30mm) Streach under Appendix-E H/A 5054 for the year of 2022-23 (WI:166772)GSB(200mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Appendix-E H/A 5054 for the year of 2022-23 (WI 150856)Last 5 Year Developed Length (2024-25 Maintenance) Streach under Appendix-E H/A 5054 for the year of 2022-23 (WI:166772)GSB(200mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Streach under Appendix-E H/A 5054 for the year of 2022-23 (WI:166772)GSB(200mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Ongoing Works under 2023-24 Appendex E GSB(200mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm)

PROPOSED YEAR DETAILS

S H D P - Phase - 4 ( 2021-22 UNDER 5054 ) (WI: 147206) LAST 5 YEAR MAINTENANCE LENGTH LAST 5 YEAR MAINTENANCE LENGTH LAST 5 YEAR MAINTENANCE LENGTH LAST 5 YEAR MAINTENANCE LENGTH Annual Maintenance for 2026-27 (More than 5 years) LAST 5 YEAR MAINTENANCE LENGTH Works under progress 2023-24 Appendix-E for Widening and Improvements(WI:9942) Annual Maintenance for 2026-27 (More than 5 years) Town limit Annual Maintenance for 2026-27 (More than 5 years)

Structure Chainage

Legends Desciption Silent Features 3).Proposed works under Annual Works 2025-26 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) Name of Village/ City From To L (in Km)

Works Under Annual Plan 2026-27 More than 5 years Single Lane 0.00 Km 0.00 APPENDIX-E 0.00 0.00 REN 0.00 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Batakurki 445.94 447.10 1.16

Works Under Annual Plan 2026-27 Less than 5 years Intermediate lane 459.50 TO 460.00, 0.50 LAST 5 YEAR MAINTENANCE LENGTH 2025-26 442.19 447.80 Maint 5.61 Mudenur 456.100 457.280 1.180

Work Approved / progress 2026-27 Two lane 442.19 TO 445.94, 447.80 TO 455.95, 457.28 TO 458.28,460.25 TO 462.57 16.40 LAST 5 YEAR MAINTENANCE LENGTH 2025-26 447.80 452.77 Maint 4.97 Ramdurg 463.57 466.91 3.34

Non Feasible Two lane + PS 0 15.29 Total Length (in Km) 0.00 LAST 5 YEAR MAINTENANCE LENGTH 2025-26 452.77 453.80 Maint 1.03 Rankalkoppa 467.60 468.00 0.40

Major Bridges Four lane 445.94 to 447.10, 455.95 TO 457.05, 458.28 TO 459.50, 462.57 TO 479.89 5.51 4). On going works LAST 5 YEAR MAINTENANCE LENGTH 2025-26 453.80 457.05 Maint 3.25 Mullur 477.80 478.10 0.30

Minor Bridges Major Bridges 1 Nos (465.60) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) LAST 5 YEAR MAINTENANCE LENGTH 2025-26 457.05 458.28 Maint 1.23 Kadlikoppa 478.90 479.19 0.29

CD Minor Bridges 2 Nos (457.28 & 465.80Km) APPENDIX-E 460.36 462.57 RC 2.21 More than 5 year development length (2024-25) 458.28 460.00 Maint 1.72 Total Length (in Km) 6.67

Village/ City Name Railway Crossing 0 0.00 0.00 0.00 LAST 5 YEAR MAINTENANCE LENGTH 2025-26 460.00 460.36 Maint 0.36

Railway Crossing Overlap Length 0 0.00 0.00 More than 5 year development length (2024-25) 462.57 464.876 Maint 2.31

Total Length (in Km) 37.70 Total Length (in Km) 2.21 More than 5 year development length (2024-25) 464.876 466.91 Maint 2.03

5). Eligible for Renewal More than 5 year development length (2024-25) 466.91 479.89 Maint 12.98

2026-27 Maintenance Abstract 1). Completed Works and under DLP HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Total Length (in Km) 35.49

Description Length in KM HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) APPENDIX-E Renewal 0.00 0.00 Ren 0.00 Other Department Works

Last 5 Year development length 16.45 ` Appendix-E 0.00 0.00 0.00 Under From To L (in Km)

Appendix-E 0.00 0.00 0.00 KRDCL 0.00

More than 5 Year development length 19.04 Appendix-E 0.00 0.00 0.00 No. Details Length KSHIP 0.00

Appendix-E 0.00 0.00 0.00 1 1). Completed Works and under DLP 0.00 SHDP 0.00 0.00 0.00

Total Maintenance Length 35.49 Total Length (in Km) 0.00 2 2).Maintenance for 2026-27 35.49 Total Length (in Km) 0.00

3 3).Proposed works under Annual Works 2025-26 0.00

Total length of the road 37.70 4 4). On going works 2.21

5 5). Eligible for Renewal 0.00

Total Length (in Km) 37.70