Annual Maintanace of Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 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 Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 in Ramdurg Taluka for the year 2026-27.

ESTIMATED COST RS :- 65.00 Lakhs

PWD/2026-27/RD/WORK_INDENT42100

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 Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 in Ramdurg Taluka for the year 2026-27.

Estimated Cost (Rs. In Lakhs) Rs 65.00

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by

Checked by Shri.Ravikumar Nandihalli .AEE

Prepared by Shri. Chidananda koppad

General Description

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

Name of Work:-Annual Maintanace of Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 in Ramdurg Taluka for the year 2026-27.

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2026-27ನೇ ಸಾಲಿಗೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನಲ್ಲಿ ಮುನವಳ್ಳಿ-ಕೋಟಮಚಗಿ ರಾ ಹೆ -83 ರ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಕಿ.ಮೀ 8.30 ರಿಂದ 9.80 ರವರೆಗೆ, 16.20 ರಿಂದ 16.50 ರವರೆಗೆ, 17.07 ರಿಂದ 17.79 ರವರೆಗೆ, 27.10 ರಿಂದ 30.650 ರವರೆಗೆ ಮತ್ತು 40.91 ರಿಂದ 56.00 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.04 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. ಸದರಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಟಕೋಳ ಗ್ರಾಮದಲ್ಲಿ ಮುಖ್ಯ ಮಂತ್ರಿ ಮೂಲಸೌಕರ್ಯ 2025-26 ಅಡಿಯಲ್ಲಿ 400 ಮೀಟರ್ ಗಟಾರು ನಿರ್ಮಾಣ ಪ್ರಾವಧಾನ ಮಾಡಲಾಗಿರುತ್ತದೆ . ಕಾಮಗಾರಿಯನ್ನು ಕೈಗೊಳ್ಳುವ ಸಂದರ್ಭದಲ್ಲಿ ಗ್ರಾಮದ ಜನರು ಒಟ್ಟು 960 ಮೀಟರ್ ಗಟಾರು ನಿರ್ಮಾಣ ಮಾಡಲು ಕೋರಿ ಕಾಮಗಾರಿಯನ್ನು ಸ್ಥಗಿತ ಗೊಳಿಸಿರುತ್ತಾರೆ . ಕಾರಣ ಈ ವರ್ಷದ ನಿರ್ವಹಣೆ ಕಾಮಗಾರಿಯಲ್ಲಿ 560 ಮೀಟರ್ ಗಟಾರು ಹಾಗೂ ಒಂದು ಪೈಪ್ ಸಿ ಡಿ ನಿರ್ಮಾಣ ಪರಿಗಣಿಸಲಾಗಿರುತ್ತದೆ . ಒದಗಿಸಿರುವ ಅನುದಾನಕ್ಕೆ ತಕ್ಕಂತೆ ಬಾಕಿ 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 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)

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 1ype 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)

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 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

8 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)

9 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)

10 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)

11 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

12 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]

13 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]

14 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]

15 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 (P.No. 67, I.No.8.6 , Vol-3)

16 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (P.No. 150, I.No.21.c.1 , Vol-3)

17 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)

18 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

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ್

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ

ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

Name of Work:-Annual Maintanace of Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 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 Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 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 I)Maintenance of Road 5396064.99

2 II) ROAD FURNITURE 110642.07

4 MISCELLANEOUS 2085.67

TOTAL 6500000.00

PWD/2026-27/RD/WORK_INDENT42100

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

Name of Work:-Annual Maintanace of Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 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) 778.08 100 sqm 393.00 305785.44

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) 1058.00 sqm 39.00 41262.00

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) 1058.00 m 6.00 6348.00 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) 1571.90 Sqm 388.00 609897.20

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 1ype 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) 1611.23 Sqm 635.00 1023127.88 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. 1587.00 sqm 97.00 153939.00 #REF!

CC Drain at Katakol

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 283.56 m3 102.00 28923.12

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) 47.26 m3 5918.00 279684.68

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) 222.40 m3 6221.00 1383550.40

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% 104.25 m3 2177.35 226988.74

5 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 20% 70.89 m3 1244.20 88201.34

6 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) 7.51 T 80019.00 601311.58

7 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 17.50 m 3335.00 58362.50

CD At 16.750 in Katakol Village

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 8% 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) 0.26064 T 80019.00 20856.15

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 12.50 m 3335.00 41687.50 15731686.3510552

Head wall Construction at 14.50km

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) 4.38 m3 5918.00 25891.25

1 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) 39.48 m3 6221.00 245577.55

2 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 8% 39.48 m3 497.68 19646.20

3 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) 0.74 T 80019.00 58936.23

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. 1200 mm dia 12.50 m 8425.00 105312.50

Total Road Maintenance Total (A+B+C+D) RS: 5396064.99

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] 21.00 km 206.00 4326.00 1081.5

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] 21.00 km 1135.00 23835.00

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] 501.34 Sqm 27.00 13536.07

4 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 (P.No. 67, I.No.8.6 , Vol-3) 5.00 No 3591.00 17955.00

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

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) 1.80 Sqm 8995.00 16191.00

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 17.00 Km 2047.00 34799.00

Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

5th kilometre stone (precast) 0.0000 Each 5081.00 0.00

Ordinary kilometer stone (precast) 0.0000 Each 2927.00 0.00

200 m stone (precast) 0.0000 Each 842.00 0.00

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Name of Work:-Annual Maintanace of Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 in Ramdurg Taluka for the year 2026-27.

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:- 0.00 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

(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

Maintanance length 21.16 kms

Pre and Post Mansoon 2 2 21160.00 2.00 169280.00

Deduct 40% voids -67712.00

Deduct village limits

Chichakandi -2 2 100.00 2.00 -800.00

Dodamangadi -2 2 100.00 2.00 -800.00

(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 77808.00 sqm

say in 100 sqm 778.08 100 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 0.00

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

For Maintenance as above 1 5% 24190.000 1.000 0.00

(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 Maintenance as above 1 5% 17010.000 1.000 0.00

For Maintenance as above 1 5% 21160.000 1.000 1058.00

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

For Maintenance as above 1 5% 6300.000 1.000 0.00

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

For Maintenance as above 1 5% 9530.000 1.000 0.00

(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 Maintenance as above 1 5% 27880.000 1.000 0.00

Grand Total 1058.00 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 0.00

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

For Maintenanc-side drain 2 5% 24190.000 0.00

(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 0.00

For Maintenanc-side drain 1 5% 21160.000 1058.00

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

For Maintenanc-side drain 2 5% 6300.000 0.00

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

For Maintenanc-side drain 2 5% 9530.000 0.00

(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 0.00

Grand Total 1058.00 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)

(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 1571.90 Cum

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 1ype 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)

Grand Total 1611.23 cum

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

CC Drain At Katakol Village Limit

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

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) .

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)

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%

formwork wall 35% 1 104.25 m3

5 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 20%

formwork slab 20% 1 70.89 m3

6 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)

main bars (U bars) from km 16.80 to 16.90, both L/S and R/S

Distribution bars

Distribution bars

7 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

Pipe Crossing Drain to Drain at 16.976 1 17.50 17.50

CD at 16.750 in Katakol Village

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- 12.50 mtr wide at km 16.750

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- 12.50 mtr wide

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- 12.50 mtr wide

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 8%

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- 12.50 mtr wide

10mm dia main bar @ 150c/c 1 2 20 7.20 0.62 178.56 kg

8mm Distribution bar @ 200c/c 1 2 36 3.00 0.38 82.08 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

12.50 m wide NP3 pipe 750mm Dia 1 12.50 12.50

Head wall Construction at 17.590km

1 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)

Head wall Construction at 17.590km

Below pipe seating 2 5 1.10 1.25 0.10 1.38

2 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)

Head wall Construction at 17.590km

deduct for pipe 1 -5 0.785 0.36 0.73 -1.02

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) formwork 8%

4 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) 50

Head wall Construction at 14.50km

8mm Distribution bar @ 200c/c 1 2 37 10.00 0.38 281.20 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. 1200 mm dia

Extending Pipes Both sides 1 5 2.50 12.50

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]

Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 24.50 to 32.50 and 40.91 to 63.14

Grand Total 21 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]

Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 24.50 to 32.50 and 40.91 to 63.14

Grand Total 21 km

2 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]

Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 24.50 to 32.50 and 40.91 to 63.14

3 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 (P.No. 67, I.No.8.6 , Vol-3)

Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 24.50 to 32.50 and 40.91 to 63.14 5

Grand Total 5.00 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)

Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 24.50 to 32.50 and 40.91 to 63.14

Grand Total 0.00 Sqm

4 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)

Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 24.50 to 32.50 and 40.91 to 63.14 0

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)

Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 24.50 to 32.50 and 40.91 to 63.14

Grand Total 1.80 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

Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 24.50 to 32.50 and 40.91 to 63.14

Grand Total 17.00 km

9 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

Munavalli-Kotamachagi SH-83 from km 8.30 to 11.47, 16.20 to 17.79, 24.50 to 32.50 and 40.91 to 63.14

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Name of Work:-Annual Maintanace of Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 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 1ype 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 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 8.1 109.00 109.00 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 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 (P.No. 67, I.No.8.6 , Vol-3) No 67 3 8.6.A.iv 3591.00 3591.00 0.00 0.00 3591.00

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 8.7 8995.00 8995.00 0.00 0.00 8995.00

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.i 2047.00 2047.00 0.00 0.00 2047.00

Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

5th kilometre stone (precast) Each 67 3 8.16(i) 5081.00 5081.00 0.00 0.00 5081.00

Ordinary kilometer stone (precast) Each 67 3 8.16(ii) 2927.00 2927.00 0.00 0.00 2927.00

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 m3 8 1.14.1 1 102.00 0.00 0.00 0.00 102.00 0.00 102.00 0.00 204.00

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) m3 15 2.1.3 1 5918.00 0.00 0.00 0.00 5918.00 0.00 5918.00 0.00 11836.00

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) m3 17 2.4.2 1 6221.00 0.00 0.00 0.00 6221.00 0.00 6221.00 0.00 12442.00

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% m3 17 2.4.2 1 2177.35 0.00 0.00 0.00 2177.35 0.00 2177.35 0.00 4354.70

5 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 20% m3 17 2.4.2 1 1244.20 0.00 0.00 0.00 1244.20 0.00 1244.20 0.00 2488.40

6 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 8% m3 17 2.4.2 1 497.68 0.00 0.00 0.00 497.68 0.00 497.68

7 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 0.00 160038.00

8 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 20 66700

9 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. 1200 mm dia m 146 16.15(a) 3 8425 0.00 0.00 0.00 8425.00 0.00 8425.00 20 168500

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.

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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

Name of Work:-Annual Maintanace of Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 in Ramdurg Taluka for the year 2026-27.

0.100 m RCC M20

from km 16.50 to 16.620 and 16.800 to 16.976(L/S)

from km 16.50 to 16.620 and 16.840 to 16.980 (R/S)

Assistant Executive Engineer

Public Work Department , Sub-Division.Ramdurg

Name of Work:-Annual Maintanace of Munavalli-Kotamachagi SH-83 from km 8.30 to 9.80, 16.20 to 16.50, 17.07 to 17.79, 27.10 to 30.650, and 40.91 to 56.00 in Ramdurg Taluka for the year 2026-27.

CD at 16.750 in Katakol Village

1 Sand/ Murrum/ Granular Material Filling Head Wall ( RCC)

M 20 Concrete 1 in 20 Slope M 20 Concrete

Levelling Course (M10) 8.90

750mm dia HMP 1 PIPES 4.00

Assistant Executive Engineer

PWD Sub Division,Ramdurg

Name of the Road :- MUNAVALLI KOTUMACHAGI ROAD (SH-83) (RIS ID-RMG-202)

Road Category: SH 83 Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD

Taluka Border Saudatti Chunchanur Village Ujjinakoppa Cross Katkol Godachi Narasapur Village Sunnal Village Kankanawadi Village Turnur Village Ramdurg Rankalkoppa Village Doddamangadi Village Chinchakhandi Village Ghataknur Village Kolachi Village Kolachi Weir Huligoppa Village Gonnagar Village Sureban/Manihal Villages Shivapeth Avaradi Cross Sangal Village Lakamapur Cross Kalahal Village

5.50 m Exist CW

10.00 m (WI:688 A) Ongoing work SHDP - P 5 for the year 2023-24 SUBGARDE:300mm GSB 200mm,WMM 250mm,DBM 50mm,BC 30mm (WI-18004) ongoing work 5054 2024-25 GSB 200mm,WMM 250mm,DBM 50mm,BC 30mm

7.00 m (WI:688 A) Ongoing work SHDP - P 5 for the year 2023-24 SUBGARDE:300mm GSB 200mm,WMM 250mm,DBM 50mm,BC 30mm Annual Maintenance for 2026-27 (More than 5 years) CMIDP 2025-26 DBM-50mm,BC-30mm(WI-30875)

Carriage Way FLOOD DAMAGE 2021-22 (149310) Recarpeting under 3054 BM:50mm SDBC : 25mm CMIDP 2025-26 Renewal BM-50mm,SDBC-25mm (WI-31054) Work under DLP CRF for the year 2024-25 (WI149556) under 3054 2021-22 GSB 100mm,WMM 250mm,BM 50mm,SDBC 25mm CMIDP-2025-26 Gsb-100mm,DLC-100mm,PQC-200mm (WI-31054) (WI149556) under 3054 2021-22 GSB 100mm,WMM 250mm,BM 50mm,SDBC 25mm Work under DLP CRF for the year 2024-25 CMIDP 2025-26 Renewal WMM-150mm , BM-50mm,SDBC-25mm (WI-31054) Annual Maintenance for(2026-27) (More than 5 years) Annual Maintenance for 2026-27 (More than 5 years)

Last 5 Year Developed Length ((2026-27) Maintenance) CMIDP 2025-26 Renewal Work under DLP CRF for the year 2024-25 Last 5 Year Developed Length (2026-27) Maintenance) CMIDP-2025-26 (WI-31054) Last 5 Year Developed Length (2026-27) Maintenance) Work under DLP CRF for the year 2024-25 CMIDP 2025-26 Renewal (WI-31054) Annual Maintenance for(2026-27) (More than 5 years) (WI:688 A) ongoing work SHDP - P 5 for the year 2023-24 ongoing work 5054 appex E for 2024-25 Overlap Annual Maintenance for 2026-27 (More than 5 years) Annual Maintenance for 2026-27 (More than 5 years) CMIDP 2025-26 DBM-50mm,BC-30mm (WI-30875)

Legends Desciption Silent Features 3).Proposed works under Annual Works 2024-25 2).Maintenance for 2026-27 Village/City Limit

Completed Works & Under DLP Lane Width Details Total Length (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Name of Village/ City From To L (in Km)

Works Under Annual Plan 2026-27 More than 5 years Single Lane 0.00 Km 0.00 CMIDP-2025-26(WI-31054) 9.80 11.47 REN 1.67 Last 5 Years Developed Length (2024-25 Maintenance) 8.30 9.80 Maint 1.50 Chunchanur 9.50 10.00 0.50

Works Under Annual Plan 2026-27 Less than 5 years Intermediate lane 8.30 to 32.50, 38.66 TO 55.00 35.87 16.50 17.07 CC 0.57 Last 5 Years Developed Length (2024-25 Maintenance) 16.20 16.50 Maint 0.30 Katkol 16.220 17.790 1.570

Work Approved / progress 2026-27 Two lane 30.650 TO 34.50, 55.00 TO 63.14 12.46 25.00 27.10 REN 2.10 More than 5 year development length (2024-25) 17.07 17.79 Maint 0.72 Godachi 25.00 25.50 0.50

Non Feasible CMIDP-2025-26(WI-30875) 56.00 63.14 REN 7.14 More than 5 year development length (2026-27) 27.10 30.65 Maint 3.55 Narsapur 28.00 28.50 0.50

Major Bridges Two lane + PS 0 0.00 Total Length (in Km) 11.48 More than 5 year development length (2026-27) 40.91 55.00 Maint 14.09 Sunnal 35.00 35.50 0.50

Minor Bridges Four lane 34.50 TO 37.57,37.57-38.66 4.26 4). On going works More than 5 year development length (2026-27) 55.00 56.00 Maint 1.00 Turanur 38.00 38.50 0.50 1). Completed Works and under DLP

CD Major Bridges 0 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Total Length (in Km) 21.16 Dodamngadi 41.00 42.00 1.00 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Village/ City Name Minor Bridges 1 Nos (1.90 Km) Chichkandi 43.00 43.30 0.30 CRF-2024-25 11.47 16.20 RN 4.73

Railway Crossing Railway Crossing 0 Kolachi 46.10 46.40 0.30 17.79 25.00 RN 7.21

Overlap Length 38.66 to 40.91 2.25 SHDP PHASE-V 30.65 37.57 RC 6.92 Sureban 55.20 55.80 0.60

Total Length (in Km) 54.84 Appendex e 2024-25 37.57 38.66 RC 1.09 Kalhal 63.00 63.10 0.10

Total Length (in Km) 8.01 Total Length (in Km) 6.37 Total Length (in Km) 11.94

2026-27 Maintenance Abstract 5). Eligible for Renewal

Description Length in KM HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) No. Details Length Other Department Works

Last 5 Year development length 2.52 APPENDIX-E Renewal 0.00 0.00 Ren 0.00 1 1). Completed Works and under DLP 11.94 Under From To L (in Km)

2 2).Maintenance for 2026-27 21.16 CRF 11.47 16.20 4.73

More than 5 Year development length 18.64 2 3).Proposed works under Annual Works 2024-25 11.48 17.79 25.00 7.21

3 4). On going works 8.01 KSHIP 0.00

Total Maintenance Length 21.16 4 5). Eligible for Renewal 0.00 SHDP 0.00

Total Length (in Km) 11.94

Total length of the road 54.84 Total Length (in Km) 52.59