Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 54.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 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 Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 in Ramdurg Taluka for the year 2026-27

ESTIMATED COST RS :- 64.00 Lakhs

PWD/2026-27/RD/WORK_INDENT42413

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

Division. PWD.Belgaum Division.Belgaum

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

Fund Head. 3054-SH MAINTENANCE

Department Head.

Name of Work:-Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 in Ramdurg Taluka for the year 2026-27

Estimated Cost (Rs. In Lakhs) Rs 64.00 lakhs

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by Shri.Shrishail Chimmat S .AE

Shri.Devreddy Totagatti.JE

Checked by Shri.Ravikumar Nandihalli .AEE

General Description

~: ಪ್ರತ್ಯೇಕವಾಗಿ ಲಗತ್ತಿಸಲಾಗಿದೆ :~

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

Name of Work:-Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 in Ramdurg Taluka for the year 2026-27

ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ರಾಮದುರ್ಗ Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 ರವರೆಗೆ ರಸ್ತೆಯ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು ನಿರ್ವಹಣೆಗೆ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಸದರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗಾಗಿ 2026-27 ನೇ ಸಾಲಿಗಾಗಿ ಸಿದ್ಧಪಡಿಸಿದ ಕ್ರಿಯಾ ಯೋಜನೆ ಕ್ರ.ಸಂ.05 ರನ್ವಯ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 64.00 ಲಕ್ಷ ಲೆಕ್ಕ ಶೀರ್ಷಕೆ 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) ಜಂಗಲ ತೆಗೆಯುವುದು

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

3) ಖಡಿ ಹಾಗೂ ಡಾಂಬರಿನಿಂದ 75ಮಿಮಿ ಆಳದ ತಗ್ಗು ಗುಂಡಿ ತುಂಬುವುದು.

5) ಕಿ.ಮಿ. ಕಲ್ಲುಗಳಿಗೆ ಬಣ್ಣ ಬಳಿಯುವದು.

6) ಅಡ್ಡಮೋರಿಗಳ ಗೊಡೆಗಳಿಗೆ ಸುಣ್ಣ ಬಣ್ಣ ಬಳಿಯುವದು.

7) ರಸ್ತೆ ಬಾಹುಗೆ ಮೊರಮ್ ಅಳವಡಿಸುವದು.

8) ಕಚ್ಚಾ ಗಟಾರು ಮಾಡುವದು.

9) ಎಸ್.ಡಿ.ಬಿ.ಸಿ.

10) CC Drain & Sidnal Village

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. 64.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ್

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ

ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

Name of Work:-Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 in Ramdurg Taluka for the year 2026-27

This is to certify that,Shri.Ravikumar Nandihalli , Assistant Executive Engineer, have personally visited spot with section officer 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 Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 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 PART A- Maintenance of Road 5021543.35

2 PART B- Road furniture 142097.00

3 PART C- C C Drain 257726.06

MISCELLANEOUS 2787.64 2312.88

SAY Rs(in Lakhs):- 64.00

PWD/2026-27/RD/WORK_INDENT42413

Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg Executive Engineer, PWD,Belgaum Dn.Belgaum 2312.88

Name of Work:-Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 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) 1110.60 100 m2 393.00 436465.80

2 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor Note: The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal (P.No. 91, I.No. 10.3, Vol-3) 2916.50 sqm 39.00 113743.50

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) 11666.00 mtr 6.00 69996.00

4 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost 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) 1423.40 Sqm 388.00 552279.20

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 -II with type-B 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) 2302.86 Sqm 635.00 1462317.69

6 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 2734.22 Sqm 97.00 265219.22

7 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates ofspecific 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 24.06 Cum 2453.00 59021.94

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) 5280.00 sqm 21.00 110880.00

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) 132.00 Cum 14785.00 1951620.00

Total Rs:- 5021543.35

PART B- 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] 33.00 km 206.00 6798.00

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] 33.00 km 1135.00 37455.00

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] 288.00 Sqm 27.00 7776.00

4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle (P.No. 53, I.No.8.5 , Vol-3) #REF! No 4599.00 #REF!

5 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No, 803. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (P.No. 57, I.No. 8.15 , Vol-3) 0.00 Sqm 478.00 0.00

6 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two 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) 0.00 No 365.00 0.00

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

8 Maintenance of Road Signs Maintenance of road signs by way of cleaning and repaintingof mandatory / requlatory / cautionary / informatoryand place identifications sign board as perdrawings andtechnical specification 0.00 Km 1984.00 0.00

9 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 44.00 No 2047.00 90068.00

Total Rs:- 142097.00

Part C- CC DRAIN

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 aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. 25.50 Cum 102 2601.00

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) 4.25 Cum 5918 25151.50

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) 20.00 Cum 6221 124420.00

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% 20.00 m3 2177.35 43547.00

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% 6.38 m3 1244.2 7931.78

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) 0.68 T 80019 54074.78

Total Rs:- 257726.06

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Name of Work:-Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 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)

Maintanance length 29.165 kms

Deduct 40% voids -46664.00

Deduct village limits

Chandaragi -2 2 0.00 1.00 0.00

Batakurki -2 2 0.00 1.00 0.00

Total 67196.00 Sqm

Deduct 60% voids -69996.00

Deduct village limits

Chandaragi -2 2 0.00 1.00 0.00

Batakurki -2 2 0.00 1.00 0.00

Total 43864.00 Sqm

Grand Total 111060.00 sqm

say in 100 sqm 1110.60 100 m2

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)

(4) Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal Upgraded SH from km 0.00to 19.00,19.24 to 20.00, 21.69 to 24.74, 26.39 to 27.64. 29.24 to 30.00, 32.55 to 34.56 ,36.57 to 50.50 ,51.50 to 58.36 and 61.56 to 64.20 in Ramdurg Taluka 1 5% 49505.000 1.000 2475.25

Grand Total 2916.50 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) Yaragatti-Babaleshwar SH-55 from km 15.80 to 28.46

For Maintenanc-side drain 2 5% 12660.000 1266.00 m

For Maintenanc-side drain 2 20% 29165.000 11666.00 m

(3) Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal Upgraded SH from km 0.00to 19.00,19.24 to 20.00, 21.69 to 24.74, 26.39 to 27.64. 29.24 to 30.00, 32.55 to 34.56 ,36.57 to 50.50 ,51.50 to 58.36 and 61.56 to 64.20 in Ramdurg Taluka

For Maintenanc-side drain 2 5% 49505.000 4950.50 m

Grand Total 11666.00 mtr

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)

Total 1423.40 sqm

(4) Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal Upgraded SH from km 0.00to 19.00,19.24 to 20.00, 21.69 to 24.74, 26.39 to 27.64. 29.24 to 30.00, 32.55 to 34.56 ,36.57 to 50.50 ,51.50 to 58.36 and 61.56 to 64.20 in Ramdurg Taluka

Grand Total 1423.40 Sqm

5 Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with type-B 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) 0.00to 19.00,19.24 to 20.00, 21.69 to 24.74, 26.39 to 27.64. 29.24 to 30.00, 32.55 to 34.56 ,36.57 to 50.50 ,51.50 to 58.36 and 61.56 to 64.20 in Ramdurg Taluka

(1) Yaragatti-Babaleshwar SH-55 from km 15.80 to 28.46

Total 2302.86 sqm

Grand Total 2302.86 Sqm

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

selected reaches 1 2.5% 29165.00 3.750 2734.22 Sqm

(4) Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal Upgraded SH from km 0.00to 19.00,19.24 to 20.00, 21.69 to 24.74, 26.39 to 27.64. 29.24 to 30.00, 32.55 to 34.56 ,36.57 to 50.50 ,51.50 to 58.36 and 61.56 to 64.20 in Ramdurg Taluka

selected reaches 1 10% 8360.00 3.750 3135.00 Sqm

Grand Total 2734.22 Sqm

7 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates ofspecific 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

(4) Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal Upgraded SH from km 0.00to 19.00,19.24 to 20.00, 21.69 to 24.74, 26.39 to 27.64. 29.24 to 30.00, 32.55 to 34.56 ,36.57 to 50.50 ,51.50 to 58.36 and 61.56 to 64.20 in Ramdurg Taluka

selected reaches 1 5% 8360.00 3.750 0.15 235.13 cum

Grand Total 24.06 Cum

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)

52.00 to 53.30 0 1300.00 3.750 0.00 salahalli cross to Godachi road

(4) Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal Upgraded SH from km 0.00to 19.00,19.24 to 20.00, 21.69 to 24.74, 26.39 to 27.64. 29.24 to 30.00, 32.55 to 34.56 ,36.57 to 50.50 ,51.50 to 58.36 and 61.56 to 64.20 in Ramdurg Taluka

Hulkund school opposite 1 1500.000 5.500 0.00

Ch:63.590 to 64.550 (Near Sidnal Village) 1 960.000 5.500 5280.00

total 5280.00 sqm

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)

Ch:63.590 to 64.550 (Near Sidnal Village) 1 960.00 5.500 0.025 132.00

9 Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/m3, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

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]

Grand Total 33 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]

Grand Total 33 km

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

4 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)

speed breakers 0 0 0.00 0.00 0.00

Grand Total 0.00 Sqm

5 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)

curves 0 0 0.00

speed breakers 0 0 0 0.00

6 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)

Grand Total 0.00 Sqm

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

Grand Total 0.00 km

7 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909

Grand Total 44.00 No

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 aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.

Total: 25.50 m3

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)

CC Drain From km 63.20 to 63.250 (R/S) 1 50 0.85 0.1 4.25 m3

Total: 20.00 m3

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 20.00 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 6.38 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)

CC Drain From km 63.20 to 63.250 (R/S)

Distribution bars

Distribution bars

Total: 675.77 Kg

Name of Work:-Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 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 m2 9 3 2.5a 393 393 0 0 393

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 39 0 0 39

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) mtr 147 3 16.19 6 6 0 0 6 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 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) Sqm 93 3 10.15(i) 388 388 0 0 388

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 -II with type-B Sereenings standards wherever necessary by manualmeans including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.(P.No. 93, I.No. 10.15(ii), Vol-3) Sqm 93 3 10.15(ii) 635 635 0 0 635

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 97 0 0 97

7 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates ofspecific 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 2453 0 0 2453

8 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.MORTH Specifications No.502 (A) (i) Prime Coat over WMM/WBM sqm 31 3 5.1 41 0 0 41 0 41 41.00

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 21 0 0 21

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 14785 0 0 14785

17 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) cum 9 5.4 2 5352 5352 0 5352

10 Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/m3, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. sqm 135 3 15.9 597 597 0 0 597

21 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle (P.No. 53, I.No.8.5 , Vol-3) No 53 3 8.5. a.2 4599 4599 0 4599

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 8.15 478 478 0 478

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 21.c.1 365 365 0 365

24 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 8068 8068 0 8068

22 KSRRB M800-23.1 Metal Beam crash barrier:- Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre 1.8m high, 1.1 m below ground/road level, all steel parts and fitments to be galavanised by hot dip process, all fittings to conform to IS:1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x75 x 5mm, 330 mm long complete as per clause 800.10 complete as per specifications, Excluding cost of earth excavation and pcc for fixing. A. Type-A "W" MORTH Specification No.810 m 184 24.27 1959 0 0 0 1959 97.95 2056.95

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) 206 206 0 0 206

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 1135 0 0 1135 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 27 0 0 27

4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle (P.No. 53, I.No.8.5 , Vol-3) No 53 3 8.5. a.2 4599 4599 0 0 4599

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 8.15 478 478 0 0 478

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 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) No 150 3 21.c.1 365 365 0 0 365

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 8068 8068 0 0 8068

8 Maintenance of Road Signs Maintenance of road signs by way of cleaning and repaintingof mandatory / requlatory / cautionary / informatoryand place identifications sign board as perdrawings andtechnical specification Km 147 3 16.2 1984 1984 0 0 1984

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 5081 0 0 5081

Ordinary kilometer stone (precast) Each 67 3 8.16(ii) 2927 2927 0 0 2927

200 m stone (precast) Each 67 3 8.16(iii) 842 842 0 0 842

4 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 No 147 Vol No 3 16.20 (i) 2047 2047 0 0 2047

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 aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Cum 8 1.14.1 1 102 0 0 0 102 0 0 102

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) Cum 15 2.1.3 1 5918 0 0 0 5918 0 0 5918

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) Cum 17 2.4.2 1 6221 0 0 0 6221 0 0 6221

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 0 0 2177.35 0 2177.35

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 1244.2 0 0 0 1244.2 0 1244.2

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) T 18 2.11 (h) 1 80019 1.05 0 0 80019 0 0 80019

Name of the Road :- BADAMI GODACHI GOKAK FALLS ROAD (SH-134) (RIS ID-RMG-205)

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

S.A.Thimmapur Cross Chennapur Cross Chennapur S.L.T Chennapur S.L.T Cross Batakurki Cross Batakurki Village Naganur Cross Salapur Village Shivasagar Sugar Factory Udapudi Village Budnur Village Salahlli Village Narasapur Cross Godachi Approach Chandargi Cross Sidnal Village K Chandargi Village K Chandrrgi Sports School Murkatnal Cross Chikkoppa Village Bagojikoppa Village Taluka Border

5.50 m 3.75m Exist CW

Over lap sh-34 CMIDP-2025-26 SG-200mm,GSB-200mm,WMM-250mm,BM+SDBC-75mm (WI-31056)

Carriage Way Maintenance Length 2026-27 Works under PROGRESS 2023-24 GSB(100mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Appendex E 2022-23 Change of Work GSB(100mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Maintenance Length 2026-27 CMIDP-2025-26 GSB(100mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) (WI:149738) IMPROVEMENT AND WIDENING 2022-23GSB(100mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) oOver lap SH-83 Maintenance Length 2026-27 CMIDP 2025-26 WMM(150mm) , BM(50mm) ,SDBC(25mm) Maintenance Length 2026-27 Saving amount 3054 2025-26 BM+SDBC=75mm (WI:149738) IMPROT AND WIDENING 2022-23GSB(100mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Over lap SH-20(9 Mtr) Maintenance Length 2026-27 (WI:18000) Under DLP work under Appendix-E 2024-25 SDBC 25mm Maintenance Length 2026-27 OVER lap SH-55

5.50 m 3.75m (WI:153154) under 5054 -2021-22 GSB(200mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Maintenance Length 2026-27 Maintenance Length 2025-26 Maintenance Length 2025-26 Maintenance Length 2026-27

Maintenance Length 2026-27 over lap sh-34 CMIDP-2025-26 (WI-31056) Last 5 Years Developed Length ( 2026-27 Maintenance) Work under PROGRESS Appendix E 2023-24 (WI :9938) Maintenance Length 2026-27 Maintenance Length 2026-27 Appendex E 2022-23 Change of Work Maintenance Length 2026-27 Maintenance Length 2026-27 CMIDP-2025-26 (WI-31056) 5054-SH IMP (2022-23) oOver lap SH-83 Maintenance Length 2026-27 CMIDP 2025-26 (WI-31056) Maintenance Length 2026-27 Saving amount 3054 2025-26 (WI:149738) IMP AND WDNIG 2022-23,5054-SH Over lap SH-20(9 Mtr) Maintenance Length 2026-27 (WI:18000) Under DLP work under Appendix-E 2024-25 SDBC 25mm Maintenance Length 2026-27 OVER lap SH-55 Maintenance Length 2026-27

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 34.50 to 50.10, to 52.10 to 58.14, 76.17 to 78.10 12.32 CMIDP-2025-26 33.75 34.25 RC 0.50 Maintenance for 2024-25 26.67 33.42 Maint 6.75 Batakurki 33.20 34.25 1.05

Works Under Annual Plan 2026-27 Less than 5 years Intermediate lane 26.67 to 37.70 ,33.75 to 34.25,42.50 to 45.50,50.00 to 52.10,58.97 to 65.44,65.81 to 74.59 36.00 52.10 53.40 RC 1.30 Last 5 Years Developed Length 34.25 37.70 Maint 3.45 Salapur 41.00 41.500 0.500

Work Approved/ progress 2026-27 Two lane 0.00 62.30 63.59 RC 1.29 More than 5 year development length (2024-25) 42.00 45.30 Maint 3.30 Udupudi 47.00 47.40 0.40

Two lane + PS 0 0.00 Appendex E 2022-23 Change of Work 46.30 47.46 RC 1.16 Non Feasible 45.30 46.30 Maint 1.00 Salahalli 50.10 51.10 1.00

More than 5 year development length (2024-25) 47.46 52.10 Maint 4.64

Saving amount 3054 2025-26 64.55 65.10 CC Road 0.55 More than 5 year development length (2024-25) 58.97 62.30 Maint 3.33 Sidnal 62.00 62.30 0.30

Four lane 0 0.00 More than 5 year development length (2024-25) 63.59 64.55 Maint 0.96

Total Length (in Km) 4.800 More than 5 year development length (2024-25) 65.81 66.29 Maint 0.47 Chandaragi 65.10 65.44 0.34

Non Feasible Major Bridges 0 0 4). On going works More than 5 year development length (2024-25) 71.26 74.59 Maint 3.33

Major Bridges Minor Bridges 0 0 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) More than 5 year development length (2024-25) 76.17 78.10 Maint 1.93 Chikoppa 76.00 76.40 0.40

Minor Bridges Railway Crossing 0 0 Appendix E 2023-24 37.70 42.00 RC 4.300 Total Length (in Km) 29.165 Bagojikoppa 77.80 78.00 0.20

CD 5054-SH IMP (2022-23) 53.40 58.14 RC 4.740 1). Completed Works and under DLP Total Length (in Km) 4.19

Village/ City Name 65.10 65.44 0.340 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Railway Crossing Overlap Length 33.42 to 33.75, 58.14 58.97 to , 65.44 to 65.81, 74.59 to 76.17 3.11 Total Length (in Km) 9.380 Appendix E 2024-25 66.285 71.26 RN 4.975

Total Length (in Km) 51.43 5). Eligible for Renewal 0.00 0.00 ST 0.00

HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) 0.00 0.00 Ren 0.00

2026-27 Maintenance Abstract APPENDIX-E Renewal 0.00 0.00 Ren 0.00 0.00 0.00 Wd 0.00

Description Length in KM 0.00 0.00 Ren 0.00 Total Length (in Km) 4.975 Other Department Works

Last 5 Year development length 3.450 Total Length (in Km) 0.00 Under From To L (in Km)

No. Details Length KRDCL 0.00

More than 5 Year development length 25.715 1 1). Completed Works and under DLP 4.975 KSHIP 0.00

2 2).Maintenance for 2026-27 29.17 SHDP 0.00

Total Maintenance Length 29.165 3 3).Proposed works under Annual Works 2025-26 4.80 Total Length (in Km) 0.00

4 4). On going works 9.38

Total length of the road 51.430 5 5). Eligible for Renewal 0.00

Total Length (in Km) 48.32

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

1 ಕಾಮಗಾರಿಯ ಹೆಸರು. Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 in Ramdurg Taluka for the year 2026-27

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

3 ಅನುಮೊದಿತ ಕ್ರೀಯಾಯೋಜನೆ ಪತ್ರ ಸಂ.ಮತ್ತು ದಿ.

4 ಅಂದಾಜು ಮೊತ್ತ 64.00 Lakhs

5 ಪ್ರಸ್ತಕ ಸಾಲಿನ ಅನುದಾನ 64.00 Lakhs

8 ಹಾಲಿ ರಸ್ತೆಯ ಸ್ಥಿತಿ BT Surface

9 ರಸ್ತೆಯ ವಗೀಕರಣ SH

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

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

12 ಡಿಸೈನ್ ಅಳವಡಿಸಿದ ವಿಧ Not Applicable

13 ಸಿ.ಬಿ.ಅರ್.ಟೆಸ್ಟ ರಿಪೋರ್ಟ Not Applicable

14 ವಾಹನ ಸಾಂದ್ರತೆಯ ವಿವರ Not Applicable

15 ಡಿಸೈನ್ ಪ್ರಕಾರ ರಸ್ತೆಯ ವಿವಿಧ ಭಾಗಗಳ ವಿವರ Not Applicable

16 ಅಂದಾಜಿನಲ್ಲಿ ಪರಿಗಣಿಸಿದ ರಸ್ತಯ ವಿವರ Not Applicable

17 ¨ಬಾರ ಚಾರ್ಟ: Enclosed

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

19 ತಾಲೂಕಾ ನಕ್ಷೆ Enclosed

20 ಅಂದಾಜಿನಲ್ಲಿ ಪರಿಗಣಿಸಿದ ಅಂಶಗಳು:-

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

Assistant Executive Engineer Executive Engineer

PWD, Sub-Div.Ramdurg PWD Division Belgavi.

Name of Work:-Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 45.20, 45.20 to 46.60 ,47.45 to 52.10, 58.97 to 62.30,63.59 to 64.55, 65.81 to 66.29, 71.26 to 74.59 and 76.17 to 78.10 in Ramdurg Taluka for the year 2026-27

0.100 m RCC M20

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.

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