Annual Maintanace of Raichur-Bachi SH-20 from km 248.20 to 273.39 in Ramdurg Taluka for the year 2026-27

GOVERNMENT OF KARNATAKA

(PUBLIC WORKS DEPARTMENT)

COMMUNICATION & BUILDINGS

NORTH (ZONE) DHARWAD

EXECUTIVE ENGINEER

(Public Works Department)

BELGAUM DIVISION BELGAUM

Annual Maintenance of Ramdurg to Raichur Bachi road (SH-20) From Km 248.20 to 272.39 in Ramdurg taluk Belagavi Dist under 3054 SH Maintenance for the year 2026-27

ESTIMATED COST RS :- 12.00 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-SH MAINTENANCE

Department Head.

Annual Maintenance of Ramdurg to Raichur Bachi road (SH-20) From Km 248.20 to 272.39 in Ramdurg taluk Belagavi Dist under 3054 SH Maintenance for the year 2026-27

Estimated Cost (Rs. In Lakhs) Rs 12.00

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by

Checked by Shri.Ravikumar Nandihalli .AEE

Prepared by Shri.Shrishail Chimmat S .AE

General Description

~: ಪ್ರತ್ಯೇಕವಾಗಿ ಲಗತ್ತಿಸಲಾಗಿದೆ :~

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

Annual Maintenance of Ramdurg to Raichur Bachi road (SH-20) From Km 248.20 to 272.39 in Ramdurg taluk Belagavi Dist under 3054 SH Maintenance for the year 2026-27

ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಸದರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗಾಗಿ 2026-27 ನೇ ಸಾಲಿಗಾಗಿ ಸಿದ್ಧಪಡಿಸಿದ ಕ್ರಿಯಾ ಯೋಜನೆ ಕ್ರ.ಸಂ. ರನ್ವಯ ಒಟ್ಟು ಮೊತ್ತ ರೂ 12.00 ಲಕ್ಷ ಲೆಕ್ಕ ಶೀರ್ಷಕೆ 3054 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಅನುವು ಇರುತ್ತದೆ. ವಾಹನ ಸಂಚಾರದಿಂದ ಮತ್ತು ಮಳೆಯಿಂದಾಗಿ ರಸ್ತೆಯ ಮೇಲ್ಮೆಯ ಮೇಲೆ ಸಾಕಷ್ಟು ತಗ್ಗು ಗುಂಡಿಗಳು ಬಿದ್ದಿರುತ್ತದೆ. ನಿರ್ವಹಣೆಗೆ ಬಾರಾದೆ ಇರುವ ಸರಪಳಿಯಲ್ಲಿ ಮೊರಮ ಅನ್ನು ಹಾಕಿ ದುರಸ್ತಿ ಮಾಡುವುದು.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) ಖಡಿ ಹಾಗೂ ಡಾಂಬರಿನಿಂದ 75ಮಿಮಿ ಆಳದ ತಗ್ಗು ಗುಂಡಿ ತುಂಬುವುದು.

5) ಕಿ.ಮಿ. ಕಲ್ಲುಗಳಿಗೆ ಬಣ್ಣ ಬಳಿಯುವದು.

6) ಅಡ್ಡಮೋರಿಗಳ ಗೊಡೆಗಳಿಗೆ ಸುಣ್ಣ ಬಣ್ಣ ಬಳಿಯುವದು.

7) ರಸ್ತೆ ಬಾಹುಗೆ ಮೊರಮ್ ಅಳವಡಿಸುವದು.

8) ಕಚ್ಚಾ ಗಟಾರು ಮಾಡುವದು.

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24 ನೇ ಸಾಲಿನ(2026-27 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ರಾಜ್ಯವ್ಯಾಪಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 12.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ್

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ

ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

Annual Maintenance of Ramdurg to Raichur Bachi road (SH-20) From Km 248.20 to 272.39 in Ramdurg taluk Belagavi Dist under 3054 SH Maintenance for the year 2026-27

This is to certify that,Shri.Ravikumar Nandihalli, Assistant Executive Engineer, have personally visited spot with site engineer as now 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 insufficient quantity are included while preparing the estimate because of grant availability,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 Maintenance of Ramdurg to Raichur Bachi road (SH-20) From Km 248.20 to 272.39 in Ramdurg taluk Belagavi Dist under 3054 SH Maintenance 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 913236.10

2 Road Furniture 102501.00

Misc. and Contigency 1430.22 1427.93

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

Annual Maintenance of Ramdurg to Raichur Bachi road (SH-20) From Km 248.20 to 272.39 in Ramdurg taluk Belagavi Dist under 3054 SH Maintenance for the year 2026-27

S.No Item Qty Unit Rate Amount

PART A- Road Maintenance

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) 919.60 100 sqm 393.00 361402.80

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) 483.80 sqm 39.00 18868.20

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) 7947.60 m 6.00 47685.60 143564.4

4 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) 1079.78 Sqm 388.00 418952.70

5 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 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.(P.No. 93, I.No. 10.15(ii), Vol-3) 67.50 Sqm 635.00 42862.50 2228206.73

6 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 241.90 sqm 97.00 23464.30 102501.00

7 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading 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. A) By Manual Means (ii) Grading-II (53 mm to 22.4 mm) (a) Using Screening Crushable type such as Moorum or Gravel 0.00 Cum 2453.00 0.00

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

10 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 0.00 sqm 109.00 0.00

II) ROAD FURNITURE

1 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] 24.00 km 206.00 4944.00

2 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] 24.00 km 1135.00 27240.00

3 White washing of parapet walls of CD work and tree trunks: White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications..[I.No.-16.26/ Page- 148 of PWD SR (Vol. 3) 2023-24] 147.00 Sqm 27.00 3969.00

4 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 4599.00 0.00

5 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

6 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) 0.00 No 365.00 0.00

7 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. (P.No. 55, I.No. 8.7 , Vol-3) 0.00 Sqm 8068.00 0.00

8 Maintenance of Road Signs 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 0.00 Km 1984.00 0.00

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 15.00 No 2047.00 30705.00

10 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 327.00 sqm 109.00 35643.00

Total Rs:- 102501.00

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Annual Maintenance of Ramdurg to Raichur Bachi road (SH-20) From Km 248.20 to 272.39 in Ramdurg taluk Belagavi Dist under 3054 SH Maintenance for the year 2026-27

For Maintenance Length 248.20 272.39 24.19 more 5 yrs

Total Maintenance Length 24.19

Overlap Length 0.00 0.00 0.00

Total NFL length 0.00 0.00 0.00

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00 0.00 0.00

Total length of road 24.19

PART A- Road Maintenance

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) Manvi SH-14 from km 0.00 to 13.00

Maintanance length 13.00 kms 2 13000.00 1.00 26000.00

Deduct 40% voids -10400.00

Deduct village limits

Total:- 15200.00 sqm

Raichur-Bachi SH-20 from km 248.20 to 272.39

Maintanance length 24.19 kms

Deduct 40% voids -38704.00

Deduct village limits

Total 55656.00 Sqm

Maintanance length 24.19 kms

Deduct 60% voids -58056.00

Deduct village limits

Total 36304.00 Sqm

(3) Aurad Sadashivagada SH-34 from km 458.28 to 460.00, 462.57 to 464.876 and 466.906 to 479.89 (from 464.876 to 466.906 Town limit)

Maintanance length 17.01 kms

Deduct 40% voids -27216.00

Deduct village limits

Kadlikoppa -2 0.00 2.00 0.00

(4) Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 27.50 to 32.50 ,37.57 to 38.66 and 40.91 to 63.14

Maintanance length 33.08 kms

Deduct 40% voids -52928.00

Deduct village limits

Chunchanur -2 200.00 2.00 -800.00

Chichakandi -2 100.00 2.00 -400.00

Dodamangadi -2 100.00 2.00 -400.00

(5) Sureban-Chittaragi-Kudalasangam SH-133 from km 0.00 to 6.30

Maintanance length 6.30 kms 2.000 6300.000 2.00 25200.00

Deduct 40% voids -10080.00

Deduct village limits

Hampiholi -1 100.00 2.00 -200.00 UÉÆuÁÚUÀgÀ ¢AzÀ ±À§jPÉƼÀî gÀ¸ÉÛ

Bennur -1 100.00 2.00 -200.00 ¸ÀÄgÉèÁ£À ±À§jPÉƼÀî gÀ¸ÉÛ

Chikkatadasi -1 100.00 2.00 -200.00 PÀ®ÆègÀ ¹zÉÝñÀégÀ PÉƼÀî gÀ¸ÉÛ

Hiretadasi -2 100.00 2.00 -400.00 ®PÀÌ£ÁAiÀÄPÀÌ£ÀPÉÆ¥Àà ¹zÉÝñÀégÀ PÉƼÀî gÀ¸ÉÛ Q.«Äà 0.00 jAzÀ 1.25ªÀgÉUÀ ªÁ¶ðPÀ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀzÀÄ.

(6) Nagargali-Katakol SH-138 from km 116.63 to 126.16

Maintanance length 9.53 kms 2.000 9530.000 2.00 38120.00

Deduct 40% voids -15248.00

Deduct village limits

toranagatti -2 500.00 2.00 -2000.00

(3) Yaragatti-Mudhol SH-139 from km 5.17 to 6.85,13.35 to 14.50,19.45 to 27.87,31.37 to 37.00 and 56.35 to 67.35

Maintanance length 27.88 kms

Deduct 40% voids -44608.00

Deduct village limits

Tondikatti -2 100.00 2.00 -400.00

Grand Total 91960.00 sqm

say in 100 sqm 919.60 100 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) Manvi SH-14 from km 0.00 to 13.00

For Maintenance as above 1 5% 13000.000 1.000 650.00

Raichur-Bachi SH-20 from km 248.20 to 272.39

For Maintenance as above 1 2% 24190.000 1.000 483.80

(3) Aurad Sadashivagada SH-34 from km 458.28 to 460.00, 462.57 to 464.876 and 466.906 to 479.89 (from 464.876 to 466.906 Town limit)

For Maintenance as above 1 5% 17010.000 1.000 850.50

(4) Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 27.50 to 32.50 ,37.57 to 38.66 and 40.91 to 63.14

For Maintenance as above 1 5% 33080.000 1.000 1654.00

(5) Sureban-Chittaragi-Kudalasangam SH-133 from km 0.00 to 6.30

For Maintenance as above 1 5% 6300.000 1.000 315.00

(6) Nagargali-Katakol SH-138 from km 116.63 to 126.16

For Maintenance as above 1 5% 9530.000 1.000 476.50

(7) Yaragatti-Mudhol SH-139 from km 5.17 to 6.85,13.35 to 14.50,19.45 to 27.87,31.37 to 37.00 and 56.35 to 67.35

For Maintenance as above 1 5% 27880.000 1.000 1394.00

Grand Total 483.80 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) Manvi SH-14 from km 0.00 to 13.00

For Maintenanc-side drain 2 2% 13000.000 520.00

Raichur-Bachi SH-20 from km 248.20 to 272.39

For Maintenanc-side drain 2 2% 24190.000 967.60

(3) Aurad Sadashivagada SH-34 from km 458.28 to 460.00, 462.57 to 464.876 and 466.906 to 479.89 (from 464.876 to 466.906 Town limit)

For Maintenanc-side drain 2 5% 17010.000 1701.00

(4) Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 27.50 to 32.50 ,37.57 to 38.66 and 40.91 to 63.14

For Maintenanc-side drain 2 5% 33080.000 3308.00

(5) Sureban-Chittaragi-Kudalasangam SH-133 from km 0.00 to 6.30

For Maintenanc-side drain 2 5% 6300.000 630.00

(6) Nagargali-Katakol SH-138 from km 116.63 to 126.16

For Maintenanc-side drain 2 5% 9530.000 953.00

(7) Yaragatti-Mudhol SH-139 from km 5.17 to 6.85,13.35 to 14.50,19.45 to 27.87,31.37 to 37.00 and 56.35 to 67.35

For Maintenanc-side drain 2 5% 27880.000 2788.00

Deduct village limits

Chandaragi -2 200.00 2.00 -800.00

Grand Total 7947.60 m

4 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)

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

from km 0.00 to 13.00

Raichur-Bachi SH-20 from km 248.20 to 272.39

(3) Aurad Sadashivagada SH-34 from km 458.28 to 460.00, 462.57 to 464.876 and 466.906 to 479.89 (from 464.876 to 466.906 Town limit)

(4) Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 27.50 to 32.50 ,37.57 to 38.66 and 40.91 to 63.14

(5) Sureban-Chittaragi-Kudalasangam SH-133 from km 0.00 to 6.30

(6) Nagargali-Katakol SH-138 from km 116.63 to 126.16

(7) Yaragatti-Mudhol SH-139 from km 5.17 to 6.85,13.35 to 14.50,19.45 to 27.87,31.37 to 37.00 and 56.35 to 67.35

Grand Total 1079.78 Sqm

5 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 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.(P.No. 93, I.No. 10.15(ii), Vol-3)

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

from km 0.00 to 13.00

Raichur-Bachi SH-20 from km 248.20 to 272.39

Grand Total 67.50 Sqm

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

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)

From km 268.00 to 269.00 (In Selected Reaches) 0.000 200.000 4.50 0.00

From km 259.00 to 260.00 (In Selected Reaches) 0.000 200.000 4.50 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)

From km 268.00 to 269.00 (In Selected Reaches) 0.000 200.000 4.50 0.025 0.00

From km 259.00 to 260.00 (In Selected Reaches) 0.000 200.000 4.50 0.025 0.00

I) ROAD FURNITURE

1 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]

Raichur-Bachi SH-20 from km 248.20 to 272.39

Grand Total 24 km

2 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]

Raichur-Bachi SH-20 from km 248.20 to 272.39

Grand Total 24 km

3 White washing of parapet walls of CD work and tree trunks: White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications..[I.No.-16.26/ Page- 148 of PWD SR (Vol. 3) 2023-24]

Raichur-Bachi SH-20 from km 248.20 to 272.39

guard stone 100 0.80 0.60 48.00

4 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)

Raichur-Bachi SH-20 from km 248.20 to 272.39 0

Grand Total 0.00 No

5 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)

Raichur-Bachi SH-20 from km 248.20 to 272.39

speed breakers 0 4 9.00 0.10 0.00

Grand Total 0.00 Sqm

6 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)

Raichur-Bachi SH-20 from km 248.20 to 272.39 speed breakers 10 4 9.00 0.10 36.00

speed breakers 0 0 0 0.00

7 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. (P.No. 55, I.No. 8.7 , Vol-3)

Raichur-Bachi SH-20 from km 248.20 to 272.39

Grand Total 0.00 Sqm

8 Maintenance of Road Signs 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

Raichur-Bachi SH-20 from km 248.20 to 272.39

Grand Total 0.00 km

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

Raichur-Bachi SH-20 from km 248.20 to 272.39

Grand Total 15.00 No

10 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

Raichur-Bachi SH-20 from km 248.20 to 272.39

Guard Stone painting 45 4 0.25 0.6 27

Median painting 2 2 250.00 0.30 300

Grand Total 327.00 No

PART B- Gang Men

S.No Item Nos Measurements Qty Unit

(1) Manvi SH-14 from km 0.00 to 13.00 1 13.000

Raichur-Bachi SH-20 from km 248.20 to 272.39 1 24.190

(3) Aurad Sadashivagada SH-34 from km 458.28 to 460.00, 462.57 to 464.876 and 466.906 to 479.89 (from 464.876 to 466.906 Town limit) 1 17.010

(4) Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 27.50 to 32.50 ,37.57 to 38.66 and 40.91 to 63.14 1 33.080

(5) Sureban-Chittaragi-Kudalasangam SH-133 from km 0.00 to 6.30 1 6.300

(6) Nagargali-Katakol SH-138 from km 116.63 to 126.16 1 9.530

(7) Yaragatti-Mudhol SH-139 from km 5.17 to 6.85,13.35 to 14.50,19.45 to 27.87,31.37 to 37.00 and 56.35 to 67.35 27.880

Gang men per 30 km 130.990 4.37

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Kadlikoppa -2 100.00 2.00 -400.00

Chunchanur -2 0.00 2.00 0.00

Chichakandi -2 100.00 2.00 -400.00

Dodamangadi -2 100.00 2.00 -400.00

toranagatti -2 500.00 2.00

For Maintenance as above

For Maintenance as above

For Maintenance as above

For Maintenance as above

For Maintenance as above

For Maintenance as above

Annual Maintenance of Ramdurg to Raichur Bachi road (SH-20) From Km 248.20 to 272.39 in Ramdurg taluk Belagavi Dist under 3054 SH Maintenance for the year 2026-27

S.No Description of items Unit UNI S.R.2021-22 (23-24) Rate as per S.R. Diff.in cost of Cement. Total Rate 18% GST Area weightage 0% Net Amount

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

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) 100 sqm 9 3 2.5a 393.00 393.00 0.00 0.00 393.00

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 3 10.3 39.00 39.00 0.00 0.00 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 3 16.19 6.00 6.00 0.00 0.00 6.00

4 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 3 10.15(i) 388.00 388.00 0.00 0.00 388.00

5 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 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.(P.No. 93, I.No. 10.15(ii), Vol-3) Sqm 93 3 10.15(ii) 635.00 635.00 0.00 0.00 635.00

6 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 3 10.2 97.00 97.00 0.00 0.00 97.00

7 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading 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. A) By Manual Means (ii) Grading-II (53 mm to 22.4 mm) (a) Using Screening Crushable type such as Moorum or Gravel Cum 26 3 4.13 2453.00 2453.00 0.00 0.00 2453.00

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) sqm 43 3 5.32 12.00 12.00 0.00 0.00 12.00

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) Cum 43 3 5.31 10152.00 10152.00 0.00 0.00 10152.00

10 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 3 8.10 109.00 109.00 0.00 0.00 109.00

II) ROAD FURNITURE

1 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 3 16.24(i) 206.00 206.00 0.00 0.00 206.00

2 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 3 16.24(ii) 1135.00 1135.00 0.00 0.00 1135.00 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. 135 20.20 3 4.55

3 White washing of parapet walls of CD work and tree trunks: White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications..[I.No.-16.26/ Page- 148 of PWD SR (Vol. 3) 2023-24] Sqm 148 3 16.26 27.00 27.00 0.00 0.00 27.00

4 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 3 8.5. a.2 4599.00 4599.00 0.00 0.00 4599.00

5 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 3 8.15 478.00 478.00 0.00 0.00 478.00

6 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 3 21.c.1 365.00 365.00 0.00 0.00 365.00

7 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. (P.No. 55, I.No. 8.7 , Vol-3) Sqm 55 3 8.70 8068.00 8068.00 0.00 0.00 8068.00

8 Maintenance of Road Signs 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 3 16.20 1984.00 1984.00 0.00 0.00 1984.00 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 No 3 147 16.20 (i) 2047.00 368.46 2415.46 No

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 No 147 Vol No 3 16.20 (i) 2047.00 2047.00 0.00 0.00 2047.00

10 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 3 8.10 109.00 109.00 0.00 0.00 109.00

Assistant Executive Engineer Executive Engineer

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

Name of the Road :- IMPROVEMENTS/WORKS ON SH-20 OF RAICHUR BACHI ROAD (RIS ID-RMG-2)

Road Category: SH 20 Sub Division : RAMDURG Division : BELGAVI Circle : BELGAVI

Kullur Cross Salhalli Village K. Chandargi Village M Chandargi Village Taluka Border

9.00 m Exist CW

Carriage Way More than 5 year development length (2026-27 Maintenance)

More than 5 year development length (2026-27 Maintenance)

Chainage L= 24.19

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) 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 0.00 APPENDIX-E 0.00 0.00 RC 0.00 More than 5 year development length (2026-27 Maintenance) 248.20 272.39 Maint 24.19 Salahalli 256.00 256.50 0.50

Proposed Works under 2026-27 Less than 5 years Intermediate lane 0 0.00 0.00 0.00 RC 0.00 Chandaragi 265.000 265.500 0.500

Work Approved / progress 2026-27 Two lane from km 248.20 to 272.39 24.19 0.00 0.00 CC Road 0.00 Name 3 0.00 0.00 0.00

Non Feasible Two lane + PS 0 0.00 Total Length (in Km) 0.00 Total Length (in Km) 24.19 Name 4 0.00 0.00 0.00

Major Bridges Four lane 0 0.00 4). On going works 1). Completed Works and under DLP Name 5 0.00 0.00 0.00

Minor Bridges Major Bridges 0 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 6 0.00 0.00 0.00

CD Minor Bridges 4 Nos SCP 0.00 0.00 Wd 0.00 5054-SH 0.00 0.00 RC 0.00 Total Length (in Km) 1.00

Village/ City Name Railway Crossing 0 0.00 0.00 RC 0.00 0.00 0.00 ST 0.00

Railway Crossing Overlap Length 0 0.00 0.00 0.00 CC Road 0.00 0.00 0.00 Ren 0.00

Total Length (in Km) 24.19 Total Length (in Km) 0.00 0.00 0.00 Wd 0.00

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

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

Description Length in KM APPENDIX-E Renewal 0.00 0.00 Ren 0.00 No. Details Length Other Department Works

Last 5 Year development length 24.19 1 1). Completed Works and under DLP 0.00 Under From To L (in Km)

2 2).Maintenance for 2026-27 24.19 KRDCL 0.00

More than 5 Year development length 0.00 3 3).Proposed works under Annual Works 2025-26 0.00 KSHIP 0.00

4 4). On going works 0.00 SHDP 0.00

Total Maintenance Length 24.19 5 5). Eligible for Renewal 0.00 Total Length (in Km) 0.00

Total Length (in Km) 24.19

Total length of the road 24.19

ಅಂದಾಜು:ಪತ್ರಿಕೆಗಳ ಅಡಳಿತಾತ್ಮಕ/ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿ ರಸ್ತೆ ಕಾಮಗಾರಿಯ ಪರಿಶೀಲನಾ ಚೆಕ್ ಲಿಸ್ಟ್.

1 ಕಾಮಗಾರಿಯ ಹೆಸರು.

2 ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 3054-SH MAINTENANCE (NON-PLAN)

3 ಅನುಮೊದಿತ ಕ್ರೀಯಾಯೋಜನೆ ಪತ್ರ ಸಂ.ಮತ್ತು ದಿ.

4 ಅಂದಾಜು ಮೊತ್ತ 12.00 Lakhs

5 ಪ್ರಸ್ತಕ ಸಾಲಿನ ಅನುದಾನ 12.00 Lakhs

6 ಅನುಮೋದಿತ ಚೈನೇಜ್

7 ಪ್ರಸ್ತಾಪಿತ ಚೈನೇಜ್

8 ಹಾಲಿ ರಸ್ತೆಯ ಸ್ಥಿತಿ BT Surface

9 ರಸ್ತೆಯ ವಗೀಕರಣ SH

10 Formation width whether it is as per IRC standard:Yes/ No (MDR -9.00m,SH-12.00m) Yes

11 CD's width whether it is as per IRC standard:Yes/ No (MDR-9.00 m,SH-12.00m) Yes

12 ಡಿಸೈನ್ ಅಳವಡಿಸಿದ ವಿಧ Not Applicable

13 ಸಿ.ಬಿ.ಅರ್.ಟೆಸ್ಟ ರಿಪೋರ್ಟ Not Applicable

14 ವಾಹನ ಸಾಂದ್ರತೆಯ ವಿವರ Not Applicable

15 ಡಿಸೈನ್ ಪ್ರಕಾರ ರಸ್ತೆಯ ವಿವಿಧ ಭಾಗಗಳ ವಿವರ Not Applicable

16 ಅಂದಾಜಿನಲ್ಲಿ ಪರಿಗಣಿಸಿದ ರಸ್ತಯ ವಿವರ Not Applicable

17 ¨ಬಾರ ಚಾರ್ಟ: Enclosed

18 ಹಿಂದಿನ : ವರ್ಷ ಗಳಲ್ಲಿ ಪರಿಗಣಿಸಿದ ಚೈನ್ಭೆಜ್ ವಿವರ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆವಾರು. ಹಾಲಿ ರಸ್ತೆಯ ಕ್ರಾಸ್ ಹಾಗೂ ಪರಿಗಣಿಸಿದ ರಸ್ತಯ ಸೆಕ್ಷನ್ Enclosed

19 ತಾಲೂಕಾ ನಕ್ಷೆ Enclosed

20 ಅಂದಾಜಿನಲ್ಲಿ ಪರಿಗಣಿಸಿದ ಅಂಶಗಳು:-

I) Road Maintainance 1)Sub grade 2) deep pot holes 3) Shallow Pot holes 4) Jungle Clearance 5) Selected reaches SDBC II) Road Furnitures 1) Painting 2) lettering 3) white washing 4) Retro-Refectrorised Traffic Signs 5)Road marking 6) Road stud 7) Place identification Sign 8)Crash Barrier

Assistant Executive Engineer Executive Engineer

PWD, Sub-Div.Ramdurg PWD Division Belgavi.

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(1) 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

(2)Raichur-Bachi SH-20 from km 248.20 to 273.39

For Maintenance Length 248.20 272.39 24.19 more 5 yrs

Total Maintenance Length 24.19

Overlap Length 0.00 0.00 0.00

Total NFL length 0.00 0.00 0.00

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00 0.00 0.00

Total length of road 24.19

(3) Aurad Sadashivagada SH-34 from km 458.28 to 460.00, 462.57 to 464.876 and 466.906 to 479.89 (from 464.876 to 466.906 Town limit)

For Maintenance Length 458.280 460.000 1.720 More than 5 years

0.000 0.000 0.000 less than 5 years

Total Maintenance Length 17.010

Overlap Length 0.000 0.000 0.000

Total NFL length 0.00 0.00 0.00

Total DLP length 442.190 447.800 5.610

ongoing work under APPENDIX-E 447.80 452.77 4.97

proposed under appendix E 460.25 462.57 2.32

ongoing work By other dept 0.00 0.00 0.00

Town Limit 464.88 466.91 2.03

Total length of road 37.70

(4) Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 27.50 to 32.50 ,37.57 to 38.66 and 40.91 to 63.14

For Maintenance Length 16.440 17.070 0.630 More than 5 years

8.300 11.470 3.170 less than 5 years

Total Maintenance Length 33.080

Overlap Length 38.660 40.910 2.250

Total NFL length 0.00 0.00 0.00

Total DLP length 0.000 0.000 0.000

Proposed work under SHDP 32.50 37.57 5.07

Proposed work under CRF 11.47 16.20 4.73

Town Limit 0.00 0.00 0.00

Total length of road 54.84

(5) Sureban-Chittaragi-Kudalasangam SH-133 from km 0.00 to 6.30

For Maintenance Length 1.780 6.300 4.520 More than 5 years

0.000 1.780 1.780 less than 5 years

Total Maintenance Length 6.300

Overlap Length 0.000 0.000 0.000

Total NFL length 0.00 0.00 0.00

Total DLP length 0.000 0.000 0.000

Proposed work under SHDP 0.00 0.00 0.00

Proposed work under CRF 0.00 0.00 0.00

Town Limit 0.00 0.00 0.00

Total length of road 6.30

(6) Nagargali-Katakol SH-138 from km 116.63 to 126.16

For Maintenance Length 116.630 122.000 5.370 More than 5 years

122.000 124.200 2.200 less than 5 years

Total Maintenance Length 9.530

Overlap Length 0.000 0.000 0.000

Total NFL length 0.00 0.00 0.00

Total DLP length 0.000 0.000 0.000

Proposed work under SHDP 0.00 0.00 0.00

Proposed work under CRF 0.00 0.00 0.00

Town Limit 0.00 0.00 0.00

Total length of road 9.53

(7) Annual Maintanace of Yaragatti-Mudhol SH-139 from km 5.17 to 6.85,13.35 to 14.50,19.45 to 28.29,31.37 to 37.00 and 56.35 to 67.35 in Ramdurg Taluka

For Maintenance Length 5.17 6.85 1.68 more than 5 years

19.45 21.96 2.51 less than 5 years

Total Maintenance Length 27.88

Overlap Length 9.58 11.83 2.25

Total NFL length 0.00

Total DLP length

ongoing work 6.85 10.00 3.15

Total length of road 62.18