Annual Maintanace of Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45 & 19.45 to 23.00, 31.37 to 37.00 and 56.35 to 67.35 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

Name of Work:-Annual Maintanace of Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45 ,19.45 to 23.00,31.37 to 37.00 and 56.35 to 67.35 in Ramdurg Taluka for the year 2026-27

ESTIMATED COST RS :- 62.10 Lakhs

PWD/2026-27/RD/WORK_INDENT42102

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 -2026-27

Department Head.

Name of Work:-Annual Maintanace of Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45 ,19.45 to 23.00,31.37 to 37.00 and 56.35 to 67.35 in Ramdurg Taluka for the year 2026-27

Estimated Cost (Rs. In Lakhs) Rs 62.10

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by

Prepared by 1) Shri. Chidananda koppad

2) Shri Shrisahil C

Checked by Shri.Ravikumar Nandihalli .AEE

General Description

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

P.W.D.CODE PARA - 133

Name of Work:-Annual Maintanace of Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45 ,19.45 to 23.00,31.37 to 37.00 and 56.35 to 67.35 in Ramdurg Taluka 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

Name of Work:-Annual Maintanace of Yaragatti-Mudhol SH-139 from km 11.83 to 13.35 ,13.35 to 14.50 ,19.45 to 21.96 & 21.96 to 27.87& 31.37 to 37.00 and 56.35 to 67.35 in Ramdurg Talukaof Belagavi District.

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2026-27ನೇ ಸಾಲಿಗೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನಲ್ಲಿ ಯರಗಟ್ಟಿ -ಮುಧೋಳ ರಾ ಹೆ -139 ರ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಕಿ.ಮೀ 11.83 ರಿಂದ 14.50 ರವರೆಗೆ, 19.45 ರಿಂದ 27.87 ರವರೆಗೆ , 31.37 ರಿಂದ 31.370 ರವರೆಗೆ, ಮತ್ತು 56.35 ರಿಂದ 67.35 ರವರೆಗೆ ರಸ್ತೆಯ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗೆ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಅಧೀಕ್ಷಕ ಅಭಿಯಂತರರು, ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಬೆಳಗಾವಿ ವೃತ್ತ, ಬೆಳಗಾವಿ ಇವರ ಕಛೇರಿಯ ಆದೇಶ ಸಂಖ್ಯೆ:2737 , ದಿನಾಂಕ:-03.08.2026 ಕಾರ್ಯಕ್ರಮ ಪಟ್ಟಿಗೆ ಅನುಮೋದನೆ ನೀಡಿರುತ್ತಾರೆ . ಸದರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗಾಗಿ 2026-27 ನೇ ಸಾಲಿಗಾಗಿ ಸಿದ್ಧಪಡಿಸಿದ ಕ್ರಿಯಾ ಯೋಜನೆ ಕ್ರ.ಸಂ. 09 ರನ್ವಯ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 65 ಲಕ್ಷ ಲೆಕ್ಕ ಶೀರ್ಷಕೆ 3054 ರಾಜ್ಯ ಹೆದ್ದಾರಿ 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..

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)

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)

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)

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 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)

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 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)

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

7 Tack coat with VG-10 Bitumen

8 Semi Dense Bituminous Concrete with 40/60 TPH capacity

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]

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]

11 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]

12 Retro-Reflectorised Traffic SignsProviding 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 mmthick 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 (P.No. 67, I.No.8.6 , Vol-3)

13 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 yearwarranty 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)

14 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)

15 Maintenance of Road SignsMaintenance of road signs by way of cleaning and repaintingof mandatory / requlatory / cautionary / informatoryand place identifications sign board as perdrawings andtechnical specification

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24ನೇ ಸಾಲಿನ(2026-27 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ರಾಜ್ಯವ್ಯಾಪಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 62.10 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ್

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ

ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

Name of Work:-Annual Maintanace of Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45 ,19.45 to 23.00,31.37 to 37.00 and 56.35 to 67.35 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 5083576.62

2 Road furniture 176693.81

4 Misc. and Contigency 2880.89 2693.84

PWD/2026-27/RD/WORK_INDENT42102

Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg Executive Engineer, PWD,Belgaum Dn.Belgaum 1470000

Name of Work:-Annual Maintanace of Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45 ,19.45 to 23.00,31.37 to 37.00 and 56.35 to 67.35 in Ramdurg Taluka 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) 1219.20 100 sqm 393.00 479145.60

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) 5180.00 sqm 39.00 202020.00

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) 5180.00 m 6.00 31080.00 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) 2406.85 Sqm 388.00 933857.80

5 Patching of Deep Potholes using WBM Gr lI & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with type B 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) 1950.65 Sqm 635.00 1238662.75 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. 5827.50 sqm 97.00 565267.50 37127.97

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

7 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) 3640.00 sqm 21.00 76440.00

8 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) 91.00 Cum 14785.00 1345435.00

9 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) 130.00 Sqm 530.00 68900.00

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 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

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,including setting out, shoring,strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 27.00 m3 102.00 2754.00

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) 1.98 m3 5918.00 11717.64

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including formwork) (Vol-I, P.No. 17 / I.No. 2.4.2) 8.38 m3 6221.00 52133.41

4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including formwork) (Vol-I, P.No. 17 / I.No. 2.4.2) formwork 35% 8.38 m3 497.68 4170.67

5 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) 0.12 T 80019.00 9442.24

6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia 10.00 m 3335.00 33350.00

Total Rs:- 113567.97

Road Maintenance (Total):- 5083576.62

1 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 180.0000 sqm 109.00 19620.00

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 Painting two coats with synthetic enamel paint.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24] 27.0000 km 206.00 5562.00 1390.5

3 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] 27.0000 km 1135.00 30645.00

4 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] 1676.9190 Sqm 27.00 45276.81

5 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 10.0000 No 3591.00 35910.00

6 Chevron Boards 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 0.0000 No 3586.00 0.00

6 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. 20.0000 km 1984.00 39680.00

8 #REF! 296.9190 #REF! #REF! #REF!

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Name of Work:-Annual Maintanace of Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45 ,19.45 to 23.00,31.37 to 37.00 and 56.35 to 67.35 in Ramdurg Taluka for the year 2026-27

For Maintenance Length more than 5 years

11.83 13.35 1.52 less than 5 years

Total Maintenance Length 25.90

Overlap Length 9.58 11.83 2.25

Total NFL length 0.00

Total DLP length

Appendix -e 5.17 6.85 1.68

Appendix -e 23.00 28.29 5.29

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

(2)Raichur-Bachi SH-20 from km 248.20 to 272.39

Maintanance length 24.19 kms

Deduct 40% voids -38704.00

Deduct village limits

Chandaragi -2 200.00 2.00 -800.00

Total 55656.00 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

Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45, 19.45 to 23.00, 31.37 to 37.00 and 56.35 to 67.35

Maintanance length 25.90 kms

Pre and Post Mansoon 2 2 25900.00 2.00 207200.00

Deduct 40% voids -82880.00

Deduct village limits

Total 121920.00

Grand Total 121920.00 sqm

say in 100 sqm 1219.20 100 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

(2)Raichur-Bachi SH-20 from km 248.20 to 272.39

For Maintenance as above 1 5% 24190.000 1.000 1209.50

(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

Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45, 19.45 to 23.00, 31.37 to 37.00 and 56.35 to 67.35

For Maintenance as above 1 20% 25900.000 1.000 5180.00 25.900

Grand Total 5180.00 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

(2)Raichur-Bachi SH-20 from km 248.20 to 272.39

For Maintenanc-side drain 2 5% 24190.000 2419.00

(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

Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45, 19.45 to 23.00, 31.37 to 37.00 and 56.35 to 67.35

For Maintenanc-side drain 2 10% 25900.000 5180.00

Grand Total 5180.00 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

(2)Raichur-Bachi SH-20 from km 248.20 to 272.39

from km 248.20 to 273.39

(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

Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45, 19.45 to 23.00, 31.37 to 37.00 and 56.35 to 67.35

Grand Total 2406.85 Sqm

5 Patching of Deep Potholes using WBM Gr lI & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with type B 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

(2)Raichur-Bachi SH-20 from km 248.20 to 272.39

from km 248.20 to 273.39

(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

Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45, 19.45 to 23.00, 31.37 to 37.00 and 56.35 to 67.35

Grand Total 1950.65 Sqm 25.880

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

For Maintenance as above 1 5% 13000.000 1.000 650.00

For Maintenance as above 1 5% 24190.000 1.000 1209.50

from km 248.20 to 273.39

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

from km 11.83 to 12.00

For Maintenance as above 1 5% 6300.000 1.000 315.00

For Maintenance as above 1 5% 9530.000 1.000 476.50

Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45, 19.45 to 23.00, 31.37 to 37.00 and 56.35 to 67.35

For Maintenance as above 1 15% 25900.000 1.500 5827.50

Grand Total 5827.50 sqm

7 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)

8 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)

9 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)

At 58.350 to 58.870 Sqm

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 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 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,including setting out, shoring,strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work

HMP Culverts- 10.00 mtr wide at km 32.10

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) .

HMP Culverts- 10.00 mtr wide at km 32.10

Pipe seating 1 1 9.00 1.20 0.10 1.08

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including formwork) (Vol-I, P.No. 17 / I.No. 2.4.2)

HMP Culverts- 10.00 mtr wide at km 32.10

deduct for pipe 1 -2 0.785 0.36 0.73 -0.41

4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including formwork) (Vol-I, P.No. 17 / I.No. 2.4.2) formwork 35%

5 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges)

HMP Culverts- 10.00 mtr wide at km 32.10

10mm dia main bar @ 150c/c 1 2 20 1.60 0.62 64.00 kg

8mm Distribution bar @ 200c/c 1 2 9 3.00 0.38 54.00 kg

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

10 m wide NP3 pipe 750mm Dia 1 10.00 10.00

1 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

Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45, 19.45 to 23.00, 31.37 to 37.00 and 56.35 to 67.35

Guard stones 500 0.600 0.600 180.00

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 Painting two coats with synthetic enamel paint.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24]

3 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]

4 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]

protection wall 1 800 1.50 1.00 1200.00

5 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

6 Chevron Boards 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

6 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.

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Name of Work:-Annual Maintanace of Yaragatti-Mudhol SH-139 from km 11.83 to 14.50, 14.50 to 19.45 ,19.45 to 23.00,31.37 to 37.00 and 56.35 to 67.35 in Ramdurg Taluka 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 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

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 lI & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with type B 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 21.00 21.00 0.00 0.00 21.00

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 14785.00 14785.00 0.00 0.00 14785.00

10 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,including setting out, shoring,strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work m3 8 1.14.1 1 102.00 0.00 0.00 0.00 102.00 0.00 102.00

11 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) m3 15 2.1.3 1 5918.00 0.00 0.00 0.00 5918.00 0.00 5918.00

12 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including formwork) (Vol-I, P.No. 17 / I.No. 2.4.2) m3 17 2.4.2 1 6221.00 0.00 0.00 0.00 6221.00 0.00 6221.00

13 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including formwork) (Vol-I, P.No. 17 / I.No. 2.4.2) formwork 35% m3 17 2.4.2 1 497.68 0.00 0.00 0.00 497.68 0.00 497.68

14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) T 18 2.11 (h) 1 80019.00 0.00 0.00 0.00 80019.00 0.00 80019.00

15 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia m 146 16.15© 3 3335 0.00 0.00 0.00 3335.00 0.00 3335.00

Part B - road furniture

16 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 8.1 109.00 109.00 0.00 0.00 109.00

17 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

18 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

19 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

20 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 No 63 8.6 3 3591.00 3591.00 0.00 0.00 3591.00

20 Chevron Boards 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 No 76 8.48 3 3586.00 3586.00 0.00 0.00 3586.00

21 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 16.22 3 1984.00 1984.00 0.00 0.00 1984.00

22 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 8.15 530.00 530.00 0.00 0.00 530.00

23 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 8.43 365.00 365.00 0.00 0.00 365.00

Assistant Executive Engineer Executive Engineer

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

Name of the Road :- YARAGATTI-MUDHOL (SH-139) ROAD (RIS ID-RMG-204)

Road Category: SH 139 Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD

Savadatti Border Mudhol Border

5.50 m Exist CW

LAST FIVE YEAR DETAILS

7.00 m (WI:20181) ) Ongoing Appendix E For the year 2024-25 SUBGRADE 300, GSB200,WMM250,DBM50,BC30 mm (WI:688 B) Ongoing SHDP - P 5 for the year 2023-24 SUBGARDE:300mm GSB 200mm,WMM 250mm,DBM 50mm,BC 30mm Overlap SH-138 (WI:147206) Improvements under SHDP P-4 Stage-2 ( 2021-22 UNDER 5054 ) (WI: 147206) SUBGRADE (250mm)GSB(200mm) ,WMM(250mm) , DBM(50mm) ,BC(30mm) (WI:147206) Improvements under SHDP P-4 Stage-2 ( 2021-22 UNDER 5054 ) (WI: 147206) SUBGRADE (250mm)GSB(200mm) ,WMM(250mm) , DBM(50mm) ,BC(30mm) 5054-SH (22-23) (153153) GSB -200, WMM-250, BM -50, SDBC-25 Maintenance Length 2026-27 CMIDP 2025-26 BM+SDBC=75mm (Wi:30897) Maintenance Length 2026-27 Maintenance Length 2026-27

Carriage Way Maintenance Length 2 2026-27 5054 Appendex E-SH (22-23) (153153) GSB -200, WMM-250, BM -50, SDBC-25 (WI:9945) Under DLP renewal work under Appendix-E 2023-24 BM:50 mm SDBC 25MM Maintenance Length 2026-27 Maintenance Length 2026-27 Maintenance Length 2026-27

PROPOSED YEAR DETAILS

(WI:20181) Ongoing Appendix E For the year 2025-26 (WI:688B) Ongoing SHDP P-5 For the year 2023-24 Overlap SH-138 Last 5 Years Developed Length 2026-27 Maintenance) Maintenance Length 2026-27 Last 5 Years Developed Length ( 2026-27 Maintenance) Last 5 Years Developed Length ( 2026-27 Maintenance) Maintenance Length 2026-27 CMIDP 2025-26 BM+SDBC=75mm (Wi:30897) Overlap SH-83 Last 5Year Developed Length (2026-27 Maintenance) (WI:9945) under DLP Appendix-E 2023-24) Maintenance Length 2026-27

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 0.00 CMIDP-2025-26 23.00 28.29 RN 5.29 Last 5 Years Developed Length (2025-26 Maintenance) 11.83 13.35 Maint 1.52 Katkol 11.83 12.00 0.17

Works Under Annual Plan 2026-27 Less than 5 years Intermediate lane 13.35 to 14.50,31.37 to 58.35 29.17 0.00 More than 5 year development length (2024-25) 13.35 14.50 Maint 1.15 Khanpeth 22.20 22.400 0.200

Work Approved / progress 2026-27 Two lane 5.17 to 6.85,6.85 to 10.00, 11.83 to 13.35, 14.50 to 19.45, 19.45 to 28.50, 56.35 to 57.61, 59.00 to 60.00, 60.50 to 67.81 27.68 Total Length (in Km) 5.29 Last 5 Years Developed Length (2024-25 Maintenance) 19.45 21.96 Maint 2.51 Hallolli 26.00 26.30 0.30

Non Feasible Two lane + PS 0 0.00 More than 5 year development length (2024-25) 21.96 23.00 Maint 1.04 Aribenchi 35.00 35.20 0.20

Major Bridges Four lane 0 0.00 4). On going works Last 5 Years Developed Length (2024-25 Maintenance) 31.37 37.00 Maint 5.63 Bannur LT 37.20 37.40 0.20

Minor Bridges Major Bridges 3 Nos HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Last 5 Years Developed Length (2024-25 Maintenance) 14.50 19.45 Maint 4.95 Udupudi 0.00

CD Minor Bridges 02 Nos APPENDIX-E 2024-25 5.17 6.85 RC 1.68 More than 5 year development length (2024-25) 56.35 67.35 Maint 11.00 Rokkadakatti 0.00

Village/ City Name Railway Crossing 0 SHDP P5 6.85 9.58 RC 2.73 Total Length (in Km) 27.80 Bidaki 0.00 1). Completed Works and under DLP

Railway Crossing Overlap Length 0 5.33 Total Length (in Km) 4.41 Panchagavi 0.00 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Total Length (in Km) 62.18 kullur 0.00 SHDP P4 0.00 0.00 RS 0.00

tondikatti 0.00 Appendex E 2023-24 37.00 56.35 RN 19.35

budni 0.00 0.00 ST

2026-27 Maintenance Abstract hoskote 0.00 0.00 0.00 Ren 0.00

Description Length in KM 0.00 0.00 0.00 Wd 0.00

Last 5 Year development length 14.61 5). Eligible for Renewal Total Length (in Km) 1.07 Total Length (in Km) 19.35

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

More than 5 Year development length 13.19 APPENDIX-E Renewal 0.00 0.00 Ren 0.00 Other Department Works

No. Details Length Under From To L (in Km)

Total Maintenance Length 27.80 1 1). Completed Works and under DLP 19.35 KRDCL 0.00

2 2).Maintenance for 2026-27 27.80 KSHIP 0.00

Total length of the road 62.18 3 3).Proposed works under Annual Works 2025-26 5.29 SHDP 6.85 10.00 3.15

4 4). On going works 4.41 SHDP 11.83 13.35 1.52

5 5). Eligible for Renewal 0.00 SHDP 14.50 19.35 4.85

Total Length (in Km) 56.85 Total Length (in Km) 9.52

CAzÁdÄ:¥ÀwæPÉUÀ¼À CqÀ½vÁvÀäPÀ/vÁAwæPÀ ªÀÄAdÆgÁw gÀ¸ÉÛ PÁªÀÄUÁjAiÀÄ ¥Àj²Ã®£Á ZÉPï °¸ïÖ.

1 PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ. 2021-22 £Éà ¸Á°£À ¯ÉPÀ̲öðPÉ 3054 gÁ.ºÉ. ¤ªÀðºÀuÉ Cr gÁªÀÄzÀÄUÀð vÁ®ÆQ£À ¨ÁzÁ«Ä UÉÆqÀa UÉÆÃPÁPÀ ¥sÁ¯ïì gÀ¸ÉÛ (gÁ.ºÉ-134) Q.«Ä.33.75 jAzÀ 50.10, Q.«Ä 52.60 jAzÀ 58.14, 58.97 jAzÀ 65.44, Q.«Ä. 65.81 jAzÀ 71.26, Q.«Ä 74.35 jAzÀ 74.59 & Q.«ÄÃ. 76.17 jAzÀ 78.10 gÀªÀgÉUÉ gÀ¸ÉÛAiÀÄ ªÁ¶ðPÀ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

2 ¯ÉPÀÌ ²Ã¶ðPÉ 3054-SH MAINTENANCE (NON-PLAN)

3 C£ÀĪÉÆzÀvÀ QæÃAiÀiÁAiÉÆÃd£É ¥ÀvÀæ ¸ÀA.ªÀÄvÀÄÛ ¢. ¥ÀÄl ¸ÀA.& PÀæªÀÄ.¸ÀA PÀæªÀÄ.¸ÀA.

4 CAzÁdÄ ªÉÆvÀÛ 32.00 Lakhs

5 ¥Àæ¸ÀÛPÀ ¸Á°£À C£ÀÄzÁ£À 32.00 Lakhs

6 C£ÀĪÉÆâvÀ ZÉÊ£ÉÃeï Q.«Ä.33.75 jAzÀ 50.10, Q.«Ä 52.60 jAzÀ 58.14, 58.97 jAzÀ 65.44, Q.«Ä. 65.81 jAzÀ 71.26, Q.«Ä 74.35 jAzÀ 74.59 & Q.«ÄÃ. 76.17 jAzÀ 78.10 gÀªÀgÉUÉ

7 ¥Àæ¸ÁÛ¦vÀ ZÉÊ£ÉÃeï Q.«Ä.33.75 jAzÀ 50.10, Q.«Ä 52.60 jAzÀ 58.14, 58.97 jAzÀ 65.44, Q.«Ä. 65.81 jAzÀ 71.26, Q.«Ä 74.35 jAzÀ 74.59 & Q.«ÄÃ. 76.17 jAzÀ 78.10 gÀªÀgÉUÉ

8 ºÁ° gÀ¸ÉÛAiÀÄ ¹Üw BT Surface

9 gÀ¸ÉÛAiÀÄ ªÀVÃPÀgÀt 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 r¸ÉÊ£ï C¼ÀªÀr¹zÀ «zsÀ Not Applicable

13 ¹.©.Cgï.mɸÀÖ j¥ÉÆÃlð Not Applicable

14 ªÁºÀ£À ¸ÁAzÀævÉAiÀÄ «ªÀgÀ Not Applicable

15 r¸ÉÊ£ï ¥ÀæPÁgÀ gÀ¸ÉÛAiÀÄ ««zsÀ ¨sÁUÀUÀ¼À «ªÀgÀ Not Applicable

16 CAzÁf£À°è ¥ÀjUÀt¹zÀ gÀ¸ÀÛAiÀÄ «ªÀgÀ Not Applicable

17 ¨ÁgÀ ZÁlð: »A¢£À : ªÀµÀð UÀ¼À°è ¥ÀjUÀt¹zÀ ZÉÊ£Éãeï «ªÀgÀ ¯ÉPÀÌ ²Ã¶ðPɪÁgÀÄ. Enclosed

18 ºÁ° gÀ¸ÉÛAiÀÄ PÁæ¸ï ºÁUÀÆ ¥ÀjUÀt¹zÀ gÀ¸ÀÛAiÀÄ ¸ÉPÀë£ï Enclosed

19 vÁ®ÆPÁ £ÀPÀë Enclosed

20 CAzÁf£À°è ¥ÀjUÀt¹zÀ CA±ÀUÀ¼ÀÄ:-

I) Road Maintainance 1)Sub grade 2) deep pot holes 3) Shallow Pot holes 4) Jungle Clearance 5) Selected reaches SDBC II) CD Repairs 1) UCRS 2) Flush pointing 3) Coping III) 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.

Name Q.«Ä.33.75 jAzÀ 50.10, Q.«Ä 52.60 jAzÀ 58.14, 58.97 jAzÀ 65.44, Q.«Ä. 65.81 jAzÀ 71.26, Q.«Ä 74.35 jAzÀ 74.59 & Q.«ÄÃ. 76.17 jAzÀ 78.10 gÀªÀgÉUÉ gÀ¸ÉÛAiÀÄ ªÁ¶ðPÀ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

GD 1 ¸ÀzÀj gÀ¸ÉÛ ¤ªÀðºÀuÉ ªÀiÁqÀĪÀ PÁªÀÄUÁjUÁV 2021 - 22£Éà ¸Á°UÁV ¹zÀÞ¥Àr¹zÀ QæAiÀiÁ AiÉÆÃd£É PÀæ.¸ÀA. gÀ£ÀéAiÀÄ MlÄÖ ªÉÆvÀÛ gÀÆ.

GD 2 ®PÀë ¯ÉPÀÌ ²Ã¶ðPÉ 3054 AiÉÆÃd£ÉÃvÀgÀ CrAiÀÄ°è C£ÀĪÀÅ EgÀÄvÀÛzÉ. Cwà ¨sÁgÀzÀ ºÁUÀÆ EvÀgÀ ªÁtÂdå ªÁºÀ£À ¸ÀAZÁgÀ¢AzÀ ªÀÄvÀÄÛ ªÀļɬÄAzÁV gÀ¸ÉÛAiÀÄ ªÉÄïÉäöÊ ªÉÄÃ¯É ¸ÁPÀµÀÄÖ vÀUÀÄÎ UÀÄArUÀ¼ÀÄ ©Ã¼ÀÄvÀÛªÉ.PÁgÀt Cwà dgÀÆgÀ EgÀĪÀ ªÁ¶ðPÀ ¤ªÀðºÀuÉAiÀÄ£ÀÄß ªÀiÁqÀĪÀ zÀÄ CªÀ±ÀåPÀ«gÀÄvÀÛzÉ. PÀ¼ÉzÀ ¸Á°£À°è ¸ÀÄzsÁgÀuÉ/£À«ÃPÀgÀt ªÀiÁrzÀ gÀ¸ÉÛ ¨sÁUÀUÀ¼À£ÀÄß ºÉÆgÀvÀÄ ¥Àr¹ E£ÀÆß½zÀ gÀ¸ÉÛ ¨sÁUÀzÀ ªÁ¶ðPÀ ¤ªÀðºÀuÉAiÀÄ£ÀÄß ªÀÄvÀÄÛ CqÀتÉÆÃjUÀ¼À zÀÄgÀ¹Û PÁªÀÄUÁjUÀ¼À£ÀÄß PÉÊUÉwÛPÉƼÀî¯ÁVzÉ

GD 4 F CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß C¢üÃPÀëPÀ C©üAiÀÄAvÀgÀgÀÄ ¯ÉÆÃ.§A.ªÀÄvÀÄÛ M.d.¸Á.E¯ÁSÉ, ¨É¼ÀUÁ« ªÀÈvÀÛ, ¨É¼ÀUÁ« EªÀgÀ 2018-19£Éà ¸Á°£À zÀgÀ ¥ÀnÖAiÀÄAvÉ gÁªÀÄzÀÄUÀð vÁ®ÆQUÉ s¸ÀPÀÌgÉ PÁSÁð£ÉUÉ ±ÉÃPÀqï 5% gÀ ºÉZÀÄѪÀj zÀgÀUÀ¼ÉÆA¢UÉ F CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß ¤UÀ¢ü¥Àr¹zÀ MlÄÖ ªÉÆvÀÛ gÀÆ.

GD 5 ®PÀëUÀ½UÉ vÀAiÀiÁj¹ ªÀÄAdÆgÁwUÁV DzÀgÀ¥ÀƪÀðPÀªÁV ¸À°è¸À¯ÁVzÉ.

(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