Annual Maintanace of Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road 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 Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road in Ramdurg Taluka for the year 2026-27

ESTIMATED COST RS :- 6.00 Lakhs

PWD/2026-27/RD/WORK_INDENT42097

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

Division. PWD.Belgaum Division.Belgaum

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

Fund Head. 3054-MDR MAINTENANCE -2026-27

Department Head.

Name of Work:-Annual Maintanace of Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road in Ramdurg Taluka for the year 2026-27

Estimated Cost (Rs. In Lakhs) Rs 6.00

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by Shri.Ravikumar Nandihalli .AEE

Checked 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 Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road in Ramdurg Taluka for the year 2026-27

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ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ರಾಮದುರ್ಗ ಬೊಚಬಾಳ ರಸ್ತೆ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 12.00 ರವರೆಗೆ ಮತ್ತು ಕಿ.ಮೀ 14.10 ರಿಂದ 18.48 ರವರೆಗೆ ರಸ್ತೆಯ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು ನಿರ್ವಹಣೆಗೆ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಸದರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗಾಗಿ 2026-27 ನೇ ಸಾಲಿಗಾಗಿ ಸಿದ್ಧಪಡಿಸಿದ ಕ್ರಿಯಾ ಯೋಜನೆ ಕ್ರ.ಸಂ. ರನ್ವಯ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 6.00 ಲಕ್ಷ ಲೆಕ್ಕ ಶೀರ್ಷಕೆ 3054 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಅನುವು ಇರುತ್ತದೆ. ವಾಹನ ಸಂಚಾರದಿಂದ ಮತ್ತು ಮಳೆಯಿಂದಾಗಿ ರಸ್ತೆಯ ಮೇಲ್ಮೆಯ ಮೇಲೆ ಸಾಕಷ್ಟು ತಗ್ಗು ಗುಂಡಿಗಳು ಬಿದ್ದಿರುತ್ತದೆ. ಕಾರಣ ಅತೀ ಜರೂರ ಇರುವ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಯನ್ನು ಮಾಡುವದು ಅವಶ್ಯಕವಿರುತ್ತದೆ. ಒದಗಿಸಿರುವ ಅನುದಾನಕ್ಕೆ ತಕ್ಕಂತೆ ರಸ್ತೆ ಭಾಗದ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಯನ್ನು ಮತ್ತು ರಸ್ತೆ ಫರ್ನಿಚರಗಳ ಕಾಮಗಾರಿಗಳನ್ನು ಕೈಗೆತ್ತಿಕೊಳ್ಳಲಾಗಿದೆ..

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ.

1) Clearing and Grubbing Road

2) Maintenance of Earth Shoulder (stripping excess soil)

3) The maintenance of drains

4) Patching of Shallow Potholes using SDBC Gr II 25 mm

5) Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick

6)Maintenance of 200 m and km stones:

7)White washing of parapet walls of CD work and tree trunks:

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2024-25ನೇ ಸಾಲಿನ(2026-27 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ರಾಜ್ಯವ್ಯಾಪಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 6.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ್

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ

ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

Name of Work:-Annual Maintanace of Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road 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 Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road in Ramdurg Taluka for the year 2026-27

RECAPTULATION SHEET

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

1 Maintenance of Road 482050.04

2 Road furniture 25299.04

5 Miscellaneous 1328.10 1325.75

PWD/2026-27/RD/WORK_INDENT42097

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

Name of Work:-Annual Maintanace of Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road 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) 357.52 100 m2 393.00 140505.36

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) 369.60 sqm 39.00 14414.40

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) 554.40 m 6.00 3326.40 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) 473.06 Sqm 388.00 183548.25

5 Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.(P.No. 93, I.No. 10.15(ii), Vol-3) 220.88 Sqm 635.00 140255.63 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. 0.00 cum 97.00 0.00 482050.04

7 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Manual Means (ii) Grading-II (53 mm to 22.4 mm) (a) Using Screening Crushable type such as Moorum or Gravel 0.00 Cum 2453.00 0.00

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

9 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (P.No. 43, I.No. 5.31. Vol-3) 0.00 Cum 10152.00 0.00

Total Rs:- 482050.04

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] 14.00 km 206.00 2884.00

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] 14.00 km 1135.00 15890.00

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] 241.67 Sqm 27.00 6525.04

4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 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 approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.ii)90 cm equilateral triangle 0.0000 each 4684.00 0.00

5 Direction and Place identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 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 0.0000 m2 9010.00 0.00

6 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials,equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge 0.0000 No 3586.00 0.00

7 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) 0.0000 No 365.00 0.00

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

Ordinary kilometer stone (precast) 0.0000 Each 2927.00 0.00

200 m stone (precast) 0.0000 Each 842.00 0.00

9 Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification 0.0000 Km 1984.00 0.00

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Name of Work:Annual Maintanace of Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road in Ramdurg Taluka for the year 2026-27

For Maintenance Length 0.000 2.700 2.70 less than 5 yrs

2.700 2.900 0.20 more than 5 yrs

2.900 8.615 5.72 less than 5 yrs

8.615 12.000 3.39 more than 5 yrs

14.100 15.080 0.98 more than 5 yrs

15.080 17.320 2.24 less than 5 yrs

17.320 18.480 1.16 more than 5 yrs

Total Maintenance Length 16.38

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 12.00 14.10 2.10

Total length of road 18.48

Name of Work:-Annual Maintanace of Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road 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) Narasaur to SH-134 link road from km 0.00 to 3.84

Maintanance length 3.84 kms

Deduct 40% voids -6144.00

Deduct village limits

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

Maintanance length 16.38kms

Deduct 40% voids -29568.00

Deduct village limits

(4)Mudenur-Salapur from km 0.00 to 10.22 and 12.20 to 14.16

Maintanance length 12.16 kms

Deduct 40% voids -19456.00

Deduct village limits -2 0.00 2.00 0.00

(5)Yaragatti-Bableshwar SH-55 to Kunnal link road from km 0.00 to 4.25

Maintanance length 4.25 kms

Deduct 40% voids -6800.00

Deduct village limits

(9) Hanumasagar-Chunchanur-Benakatti road from km 0.00 to 6.38 and 6.56 to 10.78

Maintanance length10.60kms

Deduct 40% voids -16960.00

Deduct village limits

(11)Chandaragi-Katkol road from km 0.00 to 5.74

Maintanance length5.74 kms

Deduct 40% voids -9184.00

Deduct village limits -2 0.00 2.00 0.00

(12) Budni-Yadwad road from km 0.75 to 1.90, 2.00 to 2.60 and 2.80 to 3.49

Maintanance length 2.44 kms

Deduct 40% voids -3904.00

Deduct village limits

(15) M-Chandaragi-Gudagoppa-Sports school road from km 0.00 to 4.80

Maintanance length 4.8 kms

Deduct 40% voids -7680.00

Deduct village limits

gudagoppa -2 0.00 2.00 0.00

(16) Chippalaktti-Kunnal road from km 0.00 to 5.60

Maintanance length 5.60 kms

Deduct 40% voids -8960.00

Deduct village limits

(19)K-Junipeth-Gonaganur-Basaragi road from km 0.00 to 7.80

Maintanance length 7.80 kms

Deduct 40% voids -12480.00

Deduct village limits

(24) Hulkunda to Kalliguddi Taluka border road from km 0.00 to 3.34

Maintanance length 3.34 kms

Deduct 40% voids -5344.00

Deduct village limits

(25) Totagatti to Chandaragi-Katkol link road from km 0.00 to 3.01

Maintanance length3.01 kms

Deduct 40% voids -4816.00

Deduct village limits -2 0.00 2.00

(26) Hosur-Chippalakatti-Tondikatti road from km 0.00 to 4.60

Maintanance length 4.60 kms

Deduct 40% voids -7360.00

Deduct village limits

(27) Chikkopa KS to Hirekoppa KS-Mugalihal road from km 0.00 to 3.70

Maintanance length3.70 kms

Deduct 40% voids -2960.00

Deduct village limits

(29)Katkol-Korakoppa road from km 0.00 to 1.00 and 3.80 to 6.00 in Ramdurg Taluka

Maintanance length 3.20 kms

Deduct 40% voids -5120.00

Deduct village limits

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

Maintanance length 16.38kms 2 1 18480.00 1.00 36960.00

Deduct 40% voids -14784.00

Deduct village limits

Grand Total 35752.00 sqm

say in 100 sqm 357.52 100 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)Annual Maintanace of Narasaur to SH-134 link road from km 0.00 to 3.84 in Ramdurg Taluka

for maintenance as above 1 5% 3840.00 1.000 192.00

Ramdurg-Bochbal from km 0.00 to 2.7,2.90 to12.00 and 14.10 to 18.48

for maintenance as above 2 1% 18480.00 1.000 369.60

(4)Mudenur-Salapur from km 0.00 to 10.22 and 12.20 to 14.16

for maintenance as above 1 5% 12160.00 1.000 608.00

(5)Yaragatti-Bableshwar SH-55 to Kunnal link road from km 0.00 to 4.25

for maintenance as above 1 5% 4250.00 1.000 212.50

(9) Hanumasagar-Chunchanur-Benakatti road from km 0.00 to 6.38 and 6.56 to 10.78

for maintenance as above 1 5% 10600.00 1.000 530.00

(11)Chandaragi-Katkol road from km 0.00 to 5.74

for maintenance as above 1 5% 5740.00 1.000 287.00

(12) Budni-Yadwad road from km 0.75 to 1.90, 2.00 to 2.60 and 2.80 to 3.49

for maintenance as above 1 5% 2440.00 1.000 122.00

(15) M-Chandaragi-Gudagoppa-Sports school road from km 0.00 to 4.80

for maintenance as above 1 5% 4800.00 1.000 240.00

(16) Chippalaktti-Kunnal road from km 0.00 to 5.60

for maintenance as above 1 5% 5600.00 1.000 280.00

(19)K-Junipeth-Gonaganur-Basaragi road from km 0.00 to 7.80

for maintenance as above 1 5% 7800.00 1.000 390.00

(24) Hulkunda to Kalliguddi Taluka border road from km 0.00 to 3.34

for maintenance as above 1 5% 3340.00 1.000 167.00

(25) Totagatti to Chandaragi-Katkol link road from km 0.00 to 3.01

for maintenance as above 1 5% 3010.00 1.000 150.50

(26) Hosur-Chippalakatti-Tondikatti road from km 0.00 to 4.60

for maintenance as above 1 5% 4600.00 1.000 230.00

(27) Chikkopa KS to Hirekoppa KS-Mugalihal road from km 0.00 to 3.70

for maintenance as above 1 5% 3700.00 1.000 185.00

(29)Katkol-Korakoppa road from km 0.00 to 1.00 and 3.80 to 6.00 in Ramdurg Taluka

for maintenance as above 1 5% 3200.00 1.000 160.00

Grand Total 369.60 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)Annual Maintanace of Narasaur to SH-134 link road from km 0.00 to 3.84 in Ramdurg Taluka

for maintenance as above 1 5% 3840.00 1.000 192.00

Ramdurg-Bochbal from km 0.00 to 2.7,2.90 to12.00 and 14.10 to 18.48

for maintenance as above 2 1.50% 18480.00 1.000 554.40

(4)Mudenur-Salapur from km 0.00 to 10.22 and 12.20 to 14.16

for maintenance as above 1 5% 12160.00 1.000 608.00

(5)Yaragatti-Bableshwar SH-55 to Kunnal link road from km 0.00 to 4.25

for maintenance as above 1 5% 4250.00 1.000 212.50

(9) Hanumasagar-Chunchanur-Benakatti road from km 0.00 to 6.38 and 6.56 to 10.78

for maintenance as above 1 5% 10600.00 1.000 530.00

(11)Chandaragi-Katkol road from km 0.00 to 5.74

for maintenance as above 1 5% 5740.00 1.000 287.00

(12) Budni-Yadwad road from km 0.75 to 1.90, 2.00 to 2.60 and 2.80 to 3.49

for maintenance as above 1 5% 2440.00 1.000 122.00

(15) M-Chandaragi-Gudagoppa-Sports school road from km 0.00 to 4.80

for maintenance as above 1 5% 4800.00 1.000 240.00

(16) Chippalaktti-Kunnal road from km 0.00 to 5.60

for maintenance as above 1 5% 5600.00 1.000 280.00

(19)K-Junipeth-Gonaganur-Basaragi road from km 0.00 to 7.80

for maintenance as above 1 5% 7800.00 1.000 390.00

(24) Hulkunda to Kalliguddi Taluka border road from km 0.00 to 3.34

for maintenance as above 1 5% 3340.00 1.000 167.00

(25) Totagatti to Chandaragi-Katkol link road from km 0.00 to 3.01

for maintenance as above 1 5% 3010.00 1.000 150.50

(26) Hosur-Chippalakatti-Tondikatti road from km 0.00 to 4.60

for maintenance as above 1 5% 4600.00 1.000 230.00

(27) Chikkopa KS to Hirekoppa KS-Mugalihal road from km 0.00 to 3.70

for maintenance as above 1 5% 3700.00 1.000 185.00

(29)Katkol-Korakoppa road from km 0.00 to 1.00 and 3.80 to 6.00 in Ramdurg Taluka

for maintenance as above 1 5% 3200.00 1.000 160.00

Grand Total 554.40 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) Narasaur to SH-134 link road from km 0.00 to 3.84

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

(5)Yaragatti-Bableshwar SH-55 to Kunnal link road from km 0.00 to 4.25 29760.00

(9) Hanumasagar-Chunchanur-Benakatti road from km 0.00 to 6.38 and 6.56 to 10.78 461160.00

(11)Chandaragi-Katkol road from km 0.00 to 5.74 7363560.00

(12) Budni-Yadwad road from km 0.75 to 1.90, 2.00 to 2.60 and 2.80 to 3.49 58901580.00

(15) M-Chandaragi-Gudagoppa-Sports school road from km 0.00 to 4.80 1884821600.00

(19)K-Junipeth-Gonaganur-Basaragi road from km 0.00 to 7.80 15078393240.00

(24) Hulkunda to Kalliguddi Taluka border road from km 0.00 to 3.34 120625758440.00

(26) Hosur-Chippalakatti-Tondikatti road from km 0.00 to 4.60 964995016680.00

(27) Chikkopa KS to Hirekoppa KS-Mugalihal road from km 0.00 to 3.70 7719871775720.00

(29)Katkol-Korakoppa road from km 0.00 to 1.00 and 3.80 to 6.00 in Ramdurg Taluka 61758267391800.00

Grand Total 473.06 Sqm

5 Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.(P.No. 93, I.No. 10.15(ii), Vol-3)

(1) Narasaur to SH-134 link road from km 0.00 to 3.84

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

total 220.88 sqm

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

(1) Narasaur to SH-134 link road from km 0.00 to 3.84

(2) Ramdurg-Bochbal from km 0.00 to 2.7,2.90 to12.00 and 14.10 to 18.48

(4)Mudenur-Salapur from km 0.00 to 10.22 and 12.20 to 14.16

(5)Yaragatti-Bableshwar SH-55 to Kunnal link road from km 0.00 to 4.25

(9) Hanumasagar-Chunchanur-Benakatti road from km 0.00 to 6.38 and 6.56 to 10.78

(11)Chandaragi-Katkol road from km 0.00 to 5.74

(12) Budni-Yadwad road from km 0.75 to 1.90, 2.00 to 2.60 and 2.80 to 3.49

(15) M-Chandaragi-Gudagoppa-Sports school road from km 0.00 to 4.80

in selected reaches 1 100% 60.000 3.750 0.075 16.88

(16) Chippalaktti-Kunnal road from km 0.00 to 5.60

in selected reaches 1 2% 1800.00 3.750 0.075 10.13

(24) Hulkunda to Kalliguddi Taluka border road from km 0.00 to 3.34

(25) Totagatti to Chandaragi-Katkol link road from km 0.00 to 3.01

(26) Hosur-Chippalakatti-Tondikatti road from km 0.00 to 4.60

in selected reaches 1 10% 600.00 3.750 0.075 16.88

(27) Chikkopa KS to Hirekoppa KS-Mugalihal road from km 0.00 to 3.70

(29)Katkol-Korakoppa road from km 0.00 to 1.00 and 3.80 to 6.00 in Ramdurg Taluka

in selected reaches 1 10% 400.00 3.750 0.075 11.25

grand total 0.00 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)

(1) Narasaur to SH-134 link road from km 0.00 to 3.84

(2) Ramdurg-Bochbal from km 0.00 to 2.7,2.90 to12.00 and 14.10 to 18.48

(4)Mudenur-Salapur from km 0.00 to 10.22 and 12.20 to 14.16

(5)Yaragatti-Bableshwar SH-55 to Kunnal link road from km 0.00 to 4.25

(9) Hanumasagar-Chunchanur-Benakatti road from km 0.00 to 6.38 and 6.56 to 10.78

(11)Chandaragi-Katkol road from km 0.00 to 5.74

(12) Budni-Yadwad road from km 0.75 to 1.90, 2.00 to 2.60 and 2.80 to 3.49

(15) M-Chandaragi-Gudagoppa-Sports school road from km 0.00 to 4.80 1 1000.000 3.750 3750.00

(16) Chippalaktti-Kunnal road from km 0.00 to 5.60

(24) Hulkunda to Kalliguddi Taluka border road from km 0.00 to 3.34

(25) Totagatti to Chandaragi-Katkol link road from km 0.00 to 3.01

(26) Hosur-Chippalakatti-Tondikatti road from km 0.00 to 4.60

(27) Chikkopa KS to Hirekoppa KS-Mugalihal road from km 0.00 to 3.70

(29)Katkol-Korakoppa road from km 0.00 to 1.00 and 3.80 to 6.00 in Ramdurg Taluka

Grand Total 0.00 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)

(1) Narasaur to SH-134 link road from km 0.00 to 3.84

(2) Ramdurg-Bochbal from km 0.00 to 2.7,2.90 to12.00 and 14.10 to 18.48

(4)Mudenur-Salapur from km 0.00 to 10.22 and 12.20 to 14.16

(5)Yaragatti-Bableshwar SH-55 to Kunnal link road from km 0.00 to 4.25

(9) Hanumasagar-Chunchanur-Benakatti road from km 0.00 to 6.38 and 6.56 to 10.78

(11)Chandaragi-Katkol road from km 0.00 to 5.74

(12) Budni-Yadwad road from km 0.75 to 1.90, 2.00 to 2.60 and 2.80 to 3.49

(15) M-Chandaragi-Gudagoppa-Sports school road from km 0.00 to 4.80 1 1000.000 3.750 0.025 93.75

(16) Chippalaktti-Kunnal road from km 0.00 to 5.60

(24) Hulkunda to Kalliguddi Taluka border road from km 0.00 to 3.34

(25) Totagatti to Chandaragi-Katkol link road from km 0.00 to 3.01

(26) Hosur-Chippalakatti-Tondikatti road from km 0.00 to 4.60

(27) Chikkopa KS to Hirekoppa KS-Mugalihal road from km 0.00 to 3.70

(29)Katkol-Korakoppa road from km 0.00 to 1.00 and 3.80 to 6.00 in Ramdurg Taluka

Grand Total 0.00 Cum

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]

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

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]

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

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]

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

Grand Total 241.67 Sqm

4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 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 approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.ii)90 cm equilateral triangle

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

total 0.00 each

5 Direction and Place identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 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

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

6 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials,equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

near curves 0 0.00

7 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)

Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48

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

Ordinary kilometer stone (precast) 10 0.00 Each

200 m stone (precast) 40 0.00 Each

3 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

Name of Work:-Annual Maintanace of Ramdurg-Bochbal from km 0.00 to 12.00 and 14.10 to 18.48 road 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 perc 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 393.00 393.00 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 l & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.(P.No. 93, I.No. 10.15(ii), Vol-3) Sqm 93 3 10.15(ii) 635.00 635.00 0.00 0.00 635.00

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

Part B - Road Furniture works

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

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

4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 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 approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.ii)90 cm equilateral triangle each 64 3 8.5 A (ii) 4684.00 4684.00 0.00 0.00 4684.00

5 Direction and Place identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 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 m2 65 3 8.8 9010.00 9010.00 0.00 0.00 9010.00

6 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials,equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge No 76 8.48 3 3586.00 3586.00 0.00 0.00 3586.00

7 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

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

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 16.2 1984.00 1984.00 0.00 0.00 1984.00

Assistant Executive Engineer Executive Engineer

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

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

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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) Narasaur to SH-134 link road from km 0.00 to 3.84

For Maintenance Length 0.00 3.84 3.84 More than 5 years

Total Maintenance Length 3.84

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 3.84

(2) Ramdurg-Bochbal from km 0.00 to 2.7,2.90 to12.00 and 14.10 to 18.48

For Maintenance Length 0.000 2.700 2.70 less than 5 yrs

2.700 2.900 0.20 more than 5 yrs

2.900 8.615 5.72 less than 5 yrs

8.615 12.000 3.39 more than 5 yrs

14.100 15.080 0.98 more than 5 yrs

15.080 17.320 2.24 less than 5 yrs

17.320 18.480 1.16 more than 5 yrs

Total Maintenance Length 16.38

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 12.00 14.10 2.10

Total length of road 18.48

(4)Mudenur-Salapur from km 0.00 to 10.22 and 12.20 to 14.16

For Maintenance Length 0.00 2.73 2.73 less than 5 years

0.00 0.00 0.00 more than 5 years

Total Maintenance Length 12.16

Overlap Length 0.00 0.00 0.00

Total NFL length 0.00

Total DLP length

ongoing work 0.00 0.00 0.00

Total length of road 12.16

(5)Yaragatti-Bableshwar SH-55 to Kunnal link road from km 0.00 to 4.25

For Maintenance Length 0.000 0.000 0.000 More than 5 years

0.000 3.600 3.600 less than 5 years

Total Maintenance Length 4.250

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

ongoing work 0.00 0.00 0.00

Total length of road 4.25

(9) Hanumasagar-Chunchanur-Benakatti road from km 0.00 to 6.38 and 6.56 to 10.78

For Maintenance Length 0.000 0.400 0.400 More than 5 years

0.400 1.800 1.400 less than 5 years

Total Maintenance Length 10.600

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 10.60

(11)Chandaragi-Katkol road from km 0.00 to 5.74

For Maintenance Length 0.00 5.74 5.74 more than 5 yrs

Total Maintenance Length 5.74

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 5.74

(12) Budni-Yadwad road from km 0.75 to 1.90, 2.00 to 2.60 and 2.80 to 3.49

For Maintenance Length 0.75 1.90 1.15 more than 5 yrs

Total Maintenance Length 2.44

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 2.44

(15) M-Chandaragi-Gudagoppa-Sports school road from km 0.00 to 4.80

For Maintenance Length 0.00 1.70 1.70 more than 5 yrs

1.70 4.80 3.10 less than 5 yrs

Total Maintenance Length 4.80

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 4.80

(16) Chippalaktti-Kunnal road from km 0.00 to 5.60

For Maintenance Length 0.00 3.25 3.25 less 5 yrs

3.25 5.60 2.35 more than 5 yrs

Total Maintenance Length 5.60

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 5.60

(19)K-Junipeth-Gonaganur-Basaragi road from km 0.00 to 7.80

For Maintenance Length 0.00 1.00 1.00 less 5 yrs

1.00 7.80 6.80 more than 5 yrs

Total Maintenance Length 7.80

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 7.80

(24) Hulkunda to Kalliguddi Taluka border road from km 0.00 to 3.34

For Maintenance Length 0.00 3.34 3.34 more than 5 yrs

Total Maintenance Length 3.34

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 3.34

(25) Totagatti to Chandaragi-Katkol link road from km 0.00 to 3.01

For Maintenance Length 0.00 3.01 3.01 less than 5 yrs

Total Maintenance Length 3.01

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 3.01

(26) Hosur-Chippalakatti-Tondikatti road from km 0.00 to 4.60

For Maintenance Length 0.00 1.00 1.00 more than 5 yrs

1.00 4.60 3.60 more than 5 yrs

Total Maintenance Length 4.60

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 4.60

(27) Chikkopa KS to Hirekoppa KS-Mugalihal road from km 0.00 to 3.70

For Maintenance Length 0.00 3.70 3.70 more than 5 yrs

Total Maintenance Length 3.70

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 3.70

(29)Katkol-Korakoppa road from km 0.00 to 1.00 and 3.80 to 6.00 in Ramdurg Taluka

For Maintenance Length 0.00 1.00 1.00 more than 5 yrs

3.80 6.00 2.20 more than 5 yrs

Total Maintenance Length 3.20

Overlap Length 0.00

Total NFL length 40.30 50.10

Total DLP length 0.00 0.00 0.00

Appendix E ongoing work 0.00

Total length of road 3.20