Resurfacing of Road From Bijagani-Kawalewadi-Janewadi-Karle-Bahaddurwadi Kinaye to join SH-54 from km 6.00 to 6.46 of Belagavi taluka for the year 2025-26(Reserved for SC Category Only)

FULL DETAILS BAR CHART -(MDR Road RIS ID:- BGM14)

Name of the Road : Annual Maintenance to Hindalaga Mannur Gojage Bekkinakere Kowad Road From Km 0.00 to 16.19Km in Belagavi Taluka for 2024-25

Road Category: MAJOR DISTRICT ROAD Sub Division : ___BELAGAVI__________ Division : BELAGAVI__________________ Circle :BELAGAVI

AT CH-0.00 LAT:15.8700 AT CH 16.19 LAT: 15.94

LONG:74.4686 LONG:74.4176

Hindalaga Village Ambewadi Cross M.B Mannur Village CD CD CD Gojaga Village CD CD CD CD CD CD CD Uchagaov Village CD CD CD CD Bekinkeri Village Attiwad Cross CD MH Border Kowad

Road Details (CD Details)

Last Five Year Road Improved Details

Annual Maintenance 2023-24 Work Under progress (Appendix-E 5054) KPWD/2022-23 Work Indent-155135 (Scarify+WMM(225mm)+BM(50mm)+SDBC(25mm) Work Under progress (Appendix-E 5054) KPWD/2022-23 Work Indent-165314 (Scarify+WMM(225mm)+BM(50mm)+SDBC(25mm) Annual Maintenance 2023-24

Annual Maintenance 2023-24

Proposed Year Details

Annual Maintenance 2024-25 Completed Works & Under DLP Completed Works & Under DLP Annual Maintenance for 2024-25

Annual Maintenance 2024-25

Legends Desciption Silent Features 3).Proposed works under Annual Works 2024-25 2).Maintenance for 2024-25 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 2024-25 Single Lane APPENDIX-E 0.00 0.00 RC 0.00 3054 0.00 1.00 Maint 1.00 Hindalaga 0.00 0.80 0.80

Proposed Works under 2023-24 Intermediate lane KM 0.00 to 8.00 8.00 0.00 0.00 RC 0.00 15.23 16.19 Maint 0.96 Ambewadi 0.80 2.00 1.20

Work Under progress Two lane KM 8.00 to 16.19 8.19 0.00 0.00 CC Road 0.00 1.00 11.0 Maint 10.00 Mannur 2.00 5.00 3.00

Works Eligible for Renewal Two lane + PS 0 0.00 Total Length (in Km) 0.00 Total Length (in Km) 11.96 Gojaga 5.00 7.80 2.80

Major Bridges Four lane 0.00 Km 0.00 4). On going works 1). Completed Works and under DLP Uchagao 7.80 12.80 5.00

Minor Bridges Major Bridges 0 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Other Department Works Bekkinkere 12.80 14.30 1.50

CD Minor Bridges 1Nos(at Ch 1.00Km) SCP 0.00 0.00 Wd 0.00 5054 11.00 13.47 RC 2.47 Under From To L (in Km) Kowad 14.30 16.19 1.89

Village/ City Name Railway Crossing 0 0.00 0.00 RC 0.00 13.47 15.23 ST 1.76 KRDCL 0.00 0.00 0.00 Total Length 16.19

RailWay Crossing Overlap Length 0 0.00 0.00 0.00 CC Road 0.00 0.00 0.00 Ren 0.00 KSHIP 0.00 0.00 0.00

Annual Maintenance 2024-25 less than 5years Total Length (in Km) 16.19 Total Length (in Km) 0.00 0.00 0.00 Wd 0.00 SHDP 0.00 0.00 0.00

5). Eligible for Renewal Total Length (in Km) 4.23 Total Length (in Km) 0.00

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

Maintenance Up to 5 Years Maintenance Above 5 years APPENDIX-E Renewal 0.00 0.00 Ren 0.00 No. Details Length 2024-25 Maintenance Abstract

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) 1 1). Completed Works and under DLP 4.23 Description Total Length

3054 1.00 11.00 Maint 10.00 3054 0.00 1.00 Maint 1.00 2 2).Maintenance for 2024-25 11.96 Last 5 Year Developed Length (2024-25 Maintenance) 10

15.23 16.19 Maint 0.96 3 3).Proposed works under Annual Works 2024-25 0.00 More Than 5 Year Developed Length (2024-25 Maintenance) 1.96

4 4). On going works 0.00 Total Maintenance Length 11.96

Total Length (in Km) 10.00 Total Length (in Km) 1.96 5 5). Eligible for Renewal 0.00 Total Length of Road 16.19

Total Length (in Km) 16.19

Assistant Executive Engineer Executive Engineer

PWD Sub-Division No-1, Belagavi PWD Division Belagavi

FULL DETAILS BAR CHART -(MDR Road RIS ID:- BGM14)

Name of the Road : Annual Maintenance to Hindalaga Mannur Gojage Bekkinakere Kowad Road From Km 0.00 to 16.19Km in Belagavi Taluka for 2024-25

Road Category: MAJOR DISTRICT ROAD Sub Division : ___BELAGAVI__________ Division : BELAGAVI__________________ Circle :BELAGAVI

AT CH-0.00 LAT:15.8700 AT CH 16.19 LAT: 15.94

LONG:74.4686 LONG:74.4176

Hindalaga Village Ambewadi Cross M.B Mannur Village CD CD CD Gojaga Village CD CD CD CD CD CD CD Uchagaov Village CD CD CD CD Bekinkeri Village Attiwad Cross CD MH Border Kowad

Road Details (CD Details)

Proposed Year Details

Annual Maintenance 2024-25 Completed Works & Under DLP Completed Works & Under DLP Proposed Works Under App-E 2024-25(Scarify+WMM+DBM+BC) Flood Works 2024-25 Proposed Works Under App-E 2024-25(DBM+BC)

Annual Maintenance 2024-25

Legends Desciption Silent Features

Completed Works & Under DLP Lane Width Details Total Length (in Km)

Works Under Annual Plan 2024-25 Single Lane

Proposed Works under 2023-24 Intermediate lane KM 0.00 to 8.00 8.00

Work Under progress Two lane KM 8.00 to 16.19 8.19

Works Eligible for Renewal Two lane + PS 0 0.00

Major Bridges Four lane 0.00 Km 0.00

Minor Bridges Major Bridges 0

CD Minor Bridges 1Nos(at Ch 1.00Km)

Village/ City Name Railway Crossing 0

RailWay Crossing Overlap Length 0 0.00

Annual Maintenance 2024-25 less than 5years Total Length (in Km) 16.19 Assistant Executive Engineer Executive Engineer

PWD Sub-Division No-1, Belagavi PWD Division Belagavi

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Work Indent No.

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PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : 2025-26 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಬಿಜಗರ್ಣಿ -ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-54 ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ರವರೆಗೆ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು.

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ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯ ಜಿ.ಮು.ರ ಬಿಜಗರ್ಣಿ ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ಕೂಡು ರಸ್ತೆ ರಾ.ಹೆ-54ರವರೆಗಿನ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ಕಿ.ಮೀರವರೆಗೆ ಸದರಿ ರಸ್ತೆಯ ಎರಡು ಬದಿಗಳು ತುಂಬಾ ಹಾಳಾಗಿರುವುದರಿಂದ ವಾಹನಗಳ ಸಂಚಾರಕ್ಕೆ ತೊಂದರೆಯಾಗುತ್ತಿರುವುದರಿಂದ ಸದರಿ ರಸ್ತೆಯ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು ತುಂಬಾ ಅವಶ್ಯವಿರುತ್ತದೆ. ಅದರಂತೆ ಪರಿಶೀಲನೆ ಮಾಡಿ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯ ಜಿ.ಮು.ರ ಬಿಜಗರ್ಣಿ ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ಕೂಡು ರಸ್ತೆ ರಾ.ಹೆ-54ರವರೆಗಿನ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ಕಿ.ಮೀರವರೆಗೆ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು ಕಾಮಗಾರಿಗೆ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ ಏಕರೂಪ ದರಪಟ್ಟಿಯಂತೆ ದರಗಳನ್ನು ಅಳವಡಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಿ ಮುಂದಿನ ಕ್ರಮಕ್ಕಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

1 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24 Vol III Item No-4.17 (A) (P.No.26)

2 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/m2 using mechanical means. [Page No31 - I.No. 5.10(A) PWD SR Road & bridge work vol-03 2023-24]

3 Tack coat on Granular surface treated with primer Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface cleaned with mechanical broom[Page No 31 - I.No. 5.4 PWD SR Road & bridge work vol-03 2023-24]

4 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom [Page No 31 - I.No. 5.3 PWD SR Road & bridge work vol-03 2023-24]

5 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [Page No 33 - I.No. 5.8( C) PWD SR Road & bridge work vol-03 2023-24]

6 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. (PWD SR 2023-24 Vol III, Item No.5.31, P.No.43)

7 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [Page No 17 - I.No. 3.60 PWD SR Road & bridge work vol-03 2023-24]

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Road Traffic Census Data - Form IV Report

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUs

DATED FROM 23/02/2022 to 24/02/2022

Zone : North Zone | Circle : Belgaum Circle | District : Belgaum | Division : Belgaum

Sl. No. Road Name RIS Road Length of Road Considered Count Count Fast Moving Vehicles Slow Moving Vehicles Total PCU VDF Locomotives (Railways) Train

Road No. (in km) Post Post Vehicles Vehicle

ID No. Location (21 + 26) Unit

From To Total (at km) Two Auto Car/ Commercial Vehicles Total Pedal Cycle Horse Bullock Carts Total (in Nos.) Passenger Goods Gate (TVU)

Length Wheeler Rickshaw Jeep/ Fast Cycle Rickshaw Drawn Slow Trains Trains Closers (18 x 29)

(in Nos.) (in Nos.) Taxi Moving (in Nos.) (in Nos.) (in Nos.) Moving (in Nos.) (in Nos.) (in Nos.) (in Nos.)

(in Nos.) Vehicles Vehicles

Van/ Mini Buses LCV Goods Tractor Total (9 to 19) Wooden Rubber (22 to 25)

Tempo Bus (in Nos.) (in Nos.) Vehicles (Trucks) with Commercial (in Nos.) Wheel Tyre (in Nos.)

(in Nos.) (in Nos.) Trailer Vehicles (in Nos.) (in Nos.)

2-Axle 3-Axle Multi (in Nos.) (12 to 19)

Rigid Rigid Axle

(6 Tyres) (10 Tyres) Rigid

(in Nos.) (in Nos.) (more

1 . Bailhongal Taluk

1 Highway Connecting Alanvar-Betigere via Hindasagere-Jodgere-Kuluvalli-Kittur-Sangoli-Hulki-Akkasagara BAI205 SH140 7.75 63.09 55.34 - 63.09 4229 18.5 743.5 69 12 154 329.5 109 56 34.5 85 849 5840 59.5 0 0 31 18 108.5 5948.5 5338.25 3.5 0 0 0 --

2 Highway Connecting Nagaragali-Kattekol via Nandiga Parishchad-MK Hubli-Tigadi-Inchala-Murugodu BAI204 SH138 45.34 55 9.66 - 53 771 6 133 17 2.5 0 214 292 230 19 59.5 834 1744 126.5 0 0 0 21 147.5 1891.5 2974.75 3.5 0 0 0 --

3 Highway Connecting Nagaragali-Kattekol via Nandiga Parishchad-MK Hubli-Tigadi-Inchala-Murugodu BAI204 SH138 56 81.68 25.68 - 81.68 2415.5 18.5 129 71.5 9 28 121 11 3.5 12.5 50 306.5 2869.5 64 0 2 30 0 96 2965.5 2310.5 3.5 0 0 0 --

4 Highway connecting Bedi with Belavanki via Kittur-Gobbaragumpi-Alagawadi-Navalgund and Shelawadi. BAI7 SH56 6.91 21.36 14.45 - 14.36 4501 96 640.5 157.5 82.5 63.5 105 155.5 60 26.5 571.5 1222 6459.5 101.5 0 0 8 12 121.5 6581 7140.5 3.5 0 0 0 --

5 Highway connecting Jath with Jamboti via Ananthapura-Athani-Gurlapura-Gokak-Nesargi-Bailahongal and Khanapura. BAI3 SH31 125.55 173.45 47.9 - 137.45 4087.5 24.5 702 81.5 19.5 99 310 124.5 28.5 22.5 63 748.5 5562.5 41 0 0 14 0 55 5617.5 4619.25 3.5 0 0 0 --

6 Highway connecting Padubedri with Chickalaguda via Karkala-Agumbe-Thirthahalli-Anandapura-Hangal-Thadasa-Kalghatagi-Dharwad-Uppinabetegeri-Belawadi-Bailahongala-Vannuru-Hoskoti-Ankalagi-Basapura-Hidkal Dam and Hosur. BAI201 SH1 393.08 448.44 55.36 - 401 1595.5 19 422 56.5 9 73 224 38.5 5 5 74 485 2521.5 6 0 0 9 0 15 2536.5 2424.75 3.5 0 0 0 --

7 Highway connecting Raichur with Bachi via Lingasugur-Hungund-Bagalkote-Lokapur-Yeraghatti and Belgaum. BAI2 SH20 304.44 320.03 15.59 - 310.9 5629.5 45 2861 159 118.5 355 846 742.5 142 412 108.5 2883.5 11419 38 0 0 10.5 2.5 51 11470 13505.25 4.5 0 0 0 --

8 Highway connecting Sindhanur with Hemmadaga via Kushtagi-Ron-Saundatti-Belawadi-Bekawadi and Khanapur. BAI202 SH30 217.59 256.71 39.12 - 253 2150 32 342 127.5 39.5 24 128 58.5 9 2 59 447.5 2971.5 47.5 0 0 12 21.5 81 3052.5 2625.5 3.5 0 0 0 --

16 Mangasuli to Laxmeshwar Road via Ugar-Kudachi-Raibag-Kabbur-Ghataprabha-Paschapur-Nesargi-Desanur-Suthaghatti-Sampagaon-Neginahal-Nayanagar-Belawadi-Thadakoda-Mammighatti-Dharwad-Hubli and Kundagol.(includES Old NH4 between Dharwad and Hubli) BAI203 SH73 122.67 204.16 81.49 - 192 5796 59.5 1371 116 21 319.5 665 142.5 72 40 192 1568 8794.5 39.5 0 0 3.5 0 43 8837.5 8167.25 4.5 0 0 0 --

2 . Belgaum Taluk

23 Highway Connecting Maharastra border with Rakasakoppa-Sutugatte (NH-4) via Belagundi-Kalaholu-Solaga-Hindalga-Handiganur BGM208 SH141 0 14 14 - 8.74 1146 12.5 338 4.5 12 0.5 260 285 86.5 97 47.5 793 2289.5 15 0 0 0 0 15 2304.5 3109.75 3.5 0 0 0 --

24 Highway Connecting Maharastra border with Rakasakoppa-Sutugatte (NH-4) via Belagundi-Kalaholu-Solaga-Hindalga-Handiganur BGM208 SH141 15 24 9 - 15.63 12420 268 849 44 12.5 108.5 765 526 92 45 112 1705 15242 462 0 0 2.5 0 464.5 15706.5 11674.25 4.5 0 0 0 --

25 Highway Connecting Maharastra border with Rakasakoppa-Sutugatte (NH-4) via Belagundi-Kalaholu-Solaga-Hindalga-Handiganur BGM208 SH141 25 34 9 - 25.37 6270 83.5 1078 26 26 5.5 661 351.5 95.5 126 77.5 1369 8800.5 125 0 0 3.5 0 128.5 8929 7716.75 3.5 0 0 0 --

26 Highway connecting Jath with Jamboti via Ananthapura-Athani-Gurlapura-Gokak-Nesargi-Bailahongal and Khanapura. BGM4 SH31 173.45 188.58 15.13 - 176.8 9552 67 2557 87.5 33.5 249 1185 316.5 151.5 35.5 165.5 2224 14400 140.5 0 0 0 0 140.5 14540.5 12441 4.5 0 0 0 --

27 Highway connecting Raichur with Bachi via Lingasugur-Hungund-Bagalkote-Lokapur-Yeraghatti and Belgaum. BGM3 SH20 321.93 345 23.07 - 335.5 17538.5 742.5 5187.5 106 286 568.5 1479 707 178 414.5 68.5 3807.5 27276 252 0 0 0 0 252 27528 24112.75 4.5 0 0 0 --

28 Highway connecting Raichur with Bachi via Lingasugur-Hungund-Bagalkote-Lokapur-Yeraghatti and Belgaum. BGM3 SH20 346 357.18 11.18 - 348.5 19036 316 3413 108.5 75.5 295 1457.5 695 145 172 92 3040.5 25805.5 351.5 0 0 0 0 351.5 26157 20423.75 4.5 0 0 0 --

33 Road communicating between jamboti Rabakavi road & Raichur Bachi road via Sulbhavi BGM203 MDR 0 5.6 5.6 - 5.6 2965 125 498 237.5 80.5 92 98 101.5 35.5 34 412.5 1091.5 4679.5 629.5 3.5 0.5 87 22 742.5 5422 6458.75 3.5 0 0 0 --

3 . Khanapur Taluk

35 Highway Connecting Nagaragali-Kattekol via Nandiga Parishchad-MK Hubli-Tigadi-Inchala-Murugodu KNP201 SH138 0 22.03 22.03 - 19.9 4700 20.5 568.5 73 23.5 40.5 166.5 69.5 16 7.5 36.5 433 5722 337.5 0 0 13 0 350.5 6072.5 4145.75 3.5 0 0 0 --

36 Highway connecting Bedi with Belavanki via Kittur-Gobbaragumpi-Alagawadi-Navalgund and Shelawadi. KNP8 SH56 0 6.91 6.91 - 6.3 2404.5 13.5 636.5 26.5 12.5 80 287.5 225.5 60 43.5 88 823.5 3878 62 0 0 0 0 62 3940 4048 3.5 0 0 0 --

37 Highway connecting Jambooti with Rabakavi via Peeranawadi-Belgam-Budhihal-Akkathangerhal-Kolavi-Mamadhapur-Davaleshwar and Mahalingapura. KNP202 SH54 0 7.95 7.95 - 0.2 2695 4 497 51 11.5 85.5 188 51 6 9 29.5 431.5 3627.5 5 0 0 0 0 5 3632.5 2802 3.5 0 0 0 --

38 Highway connecting Jath with Jamboti via Ananthapura-Athani-Gurlapura-Gokak-Nesargi-Bailahongal and Khanapura. KNP4 SH31 188.04 200 11.96 - 199.5 7180 80 711.5 56.5 23.5 76.5 369.5 230 593 47 74 1470 9441.5 209.5 0 0 0 0 209.5 9651 8375.25 3.5 0 0 0 --

39 Highway connecting Jath with Jamboti via Ananthapura-Athani-Gurlapura-Gokak-Nesargi-Bailahongal and Khanapura. KNP4 SH31 201 250 49 - 204 4564 55 630.5 45.5 8 87.5 288.5 106.5 168 13 53.5 770.5 6020 100 0 0 4.5 0 104.5 6124.5 4929 3.5 0 0 0 --

40 Highway connecting Khanapura with Talaguppa via Haliyal-Yellapura-Sirsi and Siddapura KNP2 SH93 0 34.58 34.58 - 0.5 8083.5 87 1868.5 147 48 243 706.5 494.5 396.5 123.5 51 2210 12249 134.5 0 0 0 0 134.5 12383.5 11530.5 4.5 0 0 0 --

41 Highway connecting Sindhanur with Hemmadaga via Kushtagi-Ron-Saundatti-Belawadi-Bekawadi and Khanapur. KNP204 SH30 256.71 260 3.29 - 256.8 6116.5 8 383.5 48.5 50 40.5 258 65 11.5 9.5 124.5 607.5 7115.5 480 0 0 0 16.5 496.5 7612 5253.25 3.5 0 0 0 --

42 Highway connecting Sindhanur with Hemmadaga via Kushtagi-Ron-Saundatti-Belawadi-Bekawadi and Khanapur. KNP204 SH30 261 309.07 48.07 - 289.34 2047 42.5 799.5 25.5 9.5 43 243 82.5 10.5 5.5 22 441.5 3330.5 37 0 0 3 0 40 3370.5 2844 3.5 0 0 0 --

4 . Ramdurg Taluk

44 Highway Connecting Badami-Godachi-Gokak falls via Karur-Batkurki-Chandargi-Hirekoppa-K.S Bagachikoppa-Malikere-Munikere-Kaujalagi-Gokak RMG205 SH134 26.67 78.1 51.43 - 33.45 1595 24 304 55.5 13.5 30 259 87.5 43.5 168.5 43 700.5 2623.5 18.5 0 0 13.5 2.5 34.5 2658 3156.75 3.5 0 0 0 --

45 Highway Connecting Nagaragali-Kattekol via Nandiga Parishchad-MK Hubli-Tigadi-Inchala-Murugodu RMG201 SH138 116.63 126.16 9.53 - 126.16 2501.5 22 284 41.5 11 36.5 183.5 54 24 22 79 451.5 3259 35.5 0 0 20 0 55.5 3314.5 2865.75 3.5 0 0 0 --

46 Highway Connecting Sureban-Chitargi-Kudalsangama (Connecting SH-60) via Karlekoppa-Gomanakoppa-Chola Chaugadda-Hirenasbi-Katapura-Ihole-Amungad-Chitargi-Dhanur RMG203 SH133 0 6.3 6.3 - 0 5425 128.5 146 33.5 5 7.5 299.5 27.5 2 4.5 202.5 582 6281.5 625.5 0 5 54 26.5 711 6992.5 5443.5 3.5 0 0 0 --

48 Highway connecting Aurad with Sadashivagad via Balki-Basavakalyana-Alandh-Afzalpur-Indi-Bijapur-Jamakhandi-Mudhol-Lokapur-Ramdurg-Saundatti-Dharwad-Ramanagara-Supa (Joida) and Anasi. RMG206 SH34 442.19 479.89 37.7 - 462.4 3324.5 71 567 94.5 29.5 163.5 288 43 29 21.5 117.5 786.5 4749 134 0 0 46.5 0 180.5 4929.5 4642 3.5 0 0 0 --

49 Highway connecting Mannavalli with Kotamachagi via Kadakola-Gudachi-Salahalli-Konnur-Sirola-Holealur-Ron and Abbigere RMG202 SH83 31 63.14 32.14 - 41.6 2956.5 176 217 22.5 14.5 113.5 187.5 24.5 14 13.5 46 436 3785.5 108 0 0 19 10.5 137.5 3923 3189.5 3.5 0 0 0 --

50 Highway connecting Mannavalli with Kotamachagi via Kadakola-Gudachi-Salahalli-Konnur-Sirola-Holealur-Ron and Abbigere RMG202 SH83 8.3 30 21.7 - 29.2 3023.5 190.5 478.5 49 5.5 63 161 61.5 17.5 11 66 434.5 4127 113 0 0 22 5 140 4267 3514.5 3.5 0 0 0 --

51 Highway connecting Raichur with Bachi via Lingasugur-Hungund-Bagalkote-Lokapur-Yeraghatti and Belgaum. RMG2 SH20 248.2 272.39 24.19 - 267.6 2486 33 2346.5 65.5 25.5 336 589 257 182.5 381 100 1936.5 6802 12.5 0 0 8 0 20.5 6822.5 9171 4.5 0 0 0 --

52 Highway connecting Yeraghatti with Babaleshwar via Yadawad-Mudhol-Manthor and Chickkagalagali. RMG6 SH55 15.8 28.46 12.66 - 18.7 1967 19 268 61.5 8.5 66 177 99 73 63 98.5 646.5 2900.5 21 0 0 15 0 36 2936.5 3181.5 3.5 0 0 0 --

5 . Saundatti Taluk

53 Highway Connecting Alanvar-Betigere via Hindasagere-Jodgere-Kuluvalli-Kittur-Sangoli-Hulki-Akkasagara SAU206 SH140 79.39 105.79 26.4 - 79.39 5625 810 2227 276.5 61.5 95.5 940 291 152.5 103 273 2193 10855 12 0 14 17 2 45 10900 11147.25 4.5 0 0 0 --

54 Highway connecting Arabhavi with Challakere via Gokak-Naragund-Shalavadi-Sirahatti-Mandaragi-Hadagali- Itagi- Ujjani and Jagalur. SAU3 SH45 25.83 79.05 53.22 - 38 12672.5 267 1993 423.5 112 327 1269.5 413 204.5 130 271 3150.5 18083 74.5 0 13 25 2.5 115 18198 16034.25 4.5 0 0 0 --

55 Highway connecting Aurad with Sadashivagad via Balki-Basavakalyana-Alandh-Afzalpur-Indi-Bijapur-Jamakhandi-Mudhol-Lokapur-Ramdurg-Saundatti-Dharwad-Ramanagara-Supa (Joida) and Anasi. SAU201 SH34 479.89 520.89 41 - 507.5 3168 87.5 579.5 97.5 37.5 161.5 287.5 45 30.5 23.5 106 789 4624 130 0 0 55.5 0 185.5 4809.5 4638.75 3.5 0 0 0 --

56 Highway connecting Gokak with Saundatti via SH-31 to Muragodu-Karimani-Sogalkshetra-Manuli-Malaprabha and Goravanakolla SAU203 SH103 48.9 69.7 20.8 - 64 5116.5 137 1253 215 29 264 646.5 271.5 150.5 111.5 218 1906 8412.5 24 0 18.5 124.5 7 174 8586.5 9841.25 4.5 0 0 0 --

57 Highway connecting Sindhanur with Hemmadaga via Kushtagi-Ron-Saundatti-Belawadi-Bekawadi and Khanapur. SAU202 SH30 168.17 217.59 49.42 - 181.2 2265.5 370 290.5 83 26.5 67.5 335.5 25 6.5 2.5 231 777.5 3703.5 47.5 0 2.5 63 12 125 3828.5 4376.75 3.5 0 0 0 --

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ¨É¼ÀUÁ« vÁ®ÆQ£À gÁAiÀÄZÀÆgÀ ¨Áa gÁ.ºÉ. §¸ÀjPÀnÖ ªÀiÁ«£ÀPÀnÖ ªÀÄÆ®PÀ gÁ.ºÉ.-20 PÀÆqÀÄ gÀ¸ÉÛ Q.«ÄÃ. 10.00 jAzÀ 10.70 gÀªÀgÉUÉ vÀÄvÀÄð zÀÄgÀ¹Û ªÀiÁqÀĪÀÅzÀÄ.

( Design of Road Crest)

(As per IRC: 37-2018) - By Standard Axle Method

Hindalga Mannur Kowad road

A = Traffic in the year of construction and is given by the formula as below

P = Number of commercial vehicles as per last count in both directions = 573

r = Annual growth rate of commercial traffic =5.0% = 0.05

x = Number of years between the last count and the year of completion of construction i.e., period of construction = 1.00

N = The cimmulative number of standard axles to be catered for the design in terms of msa.

N = [{365x{(1+r)n-1}/r}xAxDxF]/rx106 msa

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 601.65

D= Lane distribution factor (As explained in para 4.5.1) 0.50

F= Vehicle damage factor(As per Table 4.4) 3.90

n= Design life in years (As per para 4.3.2) 15

r = Annual growth rate of commercial vehicle 0.050

(for 5.00 % with r = 0.05 (As per para 4.2.1)

Therefore N = 9.24 say 10.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

(As per IRC: 37-2018) - By Standard Axle Method

A = Traffic in the year of construction and is given by the formula as below

P = Number of commercial vehicles as per last count in both directions = #REF!

r = Annual growth rate of commercial traffic =5.0% = 0.05

x = Number of years between the last count and the year of completion of construction i.e., period of construction = 1.5

N = The cimmulative number of standard axles to be catered for the design in terms of msa.

N = [{365x{(1+r)n-1}/r}xAxDxF]/rx106 msa

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. #REF!

D= Lane distribution factor (As explained in para 4.5.1) 0.75

F= Vehicle damage factor(As per Table 4.4) 3.90

n= Design life in years (As per para 4.3.2) 15

r = Annual growth rate of commercial vehicle 0.050

(for 5.00 % with r = 0.05 (As per para 4.2.1)

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

(As per IRC: 37-2018) - By Standard Axle Method

A = Traffic in the year of construction and is given by the formula as below

P = Number of commercial vehicles as per last count in both directions = #REF!

r = Annual growth rate of commercial traffic =5.0% = 0.05

x = Number of years between the last count and the year of completion of construction i.e., period of construction = 1.5

N = The cimmulative number of standard axles to be catered for the design in terms of msa.

N = [{365x{(1+r)n-1}/r}xAxDxF]/rx106 msa

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. #REF!

D= Lane distribution factor (As explained in para 4.5.1) 0.75

F= Vehicle damage factor(As per Table 4.4) 3.90

n= Design life in years (As per para 4.3.2) 15

r = Annual growth rate of commercial vehicle 0.050

(for 5.00 % with r = 0.05 (As per para 4.2.1)

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

(As per IRC: 37-2018) - By Standard Axle Method

A = Traffic in the year of construction and is given by the formula as below

P = Number of commercial vehicles as per last count in both directions = #REF!

r = Annual growth rate of commercial traffic =5.0% = 0.05

x = Number of years between the last count and the year of completion of construction i.e., period of construction = 1.5

N = The cimmulative number of standard axles to be catered for the design in terms of msa.

N = [{365x{(1+r)n-1}/r}xAxDxF]/rx106 msa

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. #REF!

D= Lane distribution factor (As explained in para 4.5.1) 0.75

F= Vehicle damage factor(As per Table 4.4) 3.90

n= Design life in years (As per para 4.3.2) 15

r = Annual growth rate of commercial vehicle 0.050

(for 5.00 % with r = 0.05 (As per para 4.2.1)

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

(As per IRC: 37-2018) - By Standard Axle Method

A = Traffic in the year of construction and is given by the formula as below

P = Number of commercial vehicles as per last count in both directions = #REF!

r = Annual growth rate of commercial traffic =5.0% = 0.05

x = Number of years between the last count and the year of completion of construction i.e., period of construction = 1.5

N = The cimmulative number of standard axles to be catered for the design in terms of msa.

N = [{365x{(1+r)n-1}/r}xAxDxF]/rx106 msa

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. #REF!

D= Lane distribution factor (As explained in para 4.5.1) 0.50

F= Vehicle damage factor(As per Table 4.4) 3.90

n= Design life in years (As per para 4.3.2) 15

r = Annual growth rate of commercial vehicle 0.050

(for 5.00 % with r = 0.05 (As per para 4.2.1)

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

(As per IRC: 37-2018) - By Standard Axle Method

A = Traffic in the year of construction and is given by the formula as below

P = Number of commercial vehicles as per last count in both directions = #REF!

r = Annual growth rate of commercial traffic =5.0% = 0.05

x = Number of years between the last count and the year of completion of construction i.e., period of construction = 1.5

N = The cimmulative number of standard axles to be catered for the design in terms of msa.

N = [{365x{(1+r)n-1}/r}xAxDxF]/rx106 msa

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. #REF!

D= Lane distribution factor (As explained in para 4.5.1) 0.50

F= Vehicle damage factor(As per Table 4.4) 3.90

n= Design life in years (As per para 4.3.2) 15

r = Annual growth rate of commercial vehicle 0.050

(for 5.00 % with r = 0.05 (As per para 4.2.1)

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

(As per IRC: 37-2018) - By Standard Axle Method

A = Traffic in the year of construction and is given by the formula as below

P = Number of commercial vehicles as per last count in both directions = #REF!

r = Annual growth rate of commercial traffic =5.0% = 0.05

x = Number of years between the last count and the year of completion of construction i.e., period of construction = 1.5

N = The cimmulative number of standard axles to be catered for the design in terms of msa.

N = [{365x{(1+r)n-1}/r}xAxDxF]/rx106 msa

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. #REF!

D= Lane distribution factor (As explained in para 4.5.1) 0.50

F= Vehicle damage factor(As per Table 4.4) 3.90

n= Design life in years (As per para 4.3.2) 15

r = Annual growth rate of commercial vehicle 0.050

(for 5.00 % with r = 0.05 (As per para 4.2.1)

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

(As per IRC: 37-2018) - By Standard Axle Method

Kanbargi Entrance road

A = Traffic in the year of construction and is given by the formula as below

P = Number of commercial vehicles as per last count in both directions = #REF!

r = Annual growth rate of commercial traffic =5.0% = 0.05

x = Number of years between the last count and the year of completion of construction i.e., period of construction = 1.5

N = The cimmulative number of standard axles to be catered for the design in terms of msa.

N = [{365x{(1+r)n-1}/r}xAxDxF]/rx106 msa

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. #REF!

D= Lane distribution factor (As explained in para 4.5.1) 0.50

F= Vehicle damage factor(As per Table 4.4) 3.90

n= Design life in years (As per para 4.3.2) 15

r = Annual growth rate of commercial vehicle 0.050

(for 5.00 % with r = 0.05 (As per para 4.2.1)

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

(As per IRC: 37-2018) - By Standard Axle Method

SC motors B/S Mohite property

A = Traffic in the year of construction and is given by the formula as below

P = Number of commercial vehicles as per last count in both directions = #REF!

r = Annual growth rate of commercial traffic =5.0% = 0.05

x = Number of years between the last count and the year of completion of construction i.e., period of construction = 1.5

N = The cimmulative number of standard axles to be catered for the design in terms of msa.

N = [{365x{(1+r)n-1}/r}xAxDxF]/rx106 msa

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. #REF!

D= Lane distribution factor (As explained in para 4.5.1) 0.75

F= Vehicle damage factor(As per Table 4.4) 3.90

n= Design life in years (As per para 4.3.2) 15

r = Annual growth rate of commercial vehicle 0.050

(for 5.00 % with r = 0.05 (As per para 4.2.1)

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : ¨É¼ÀUÁ« vÁ®ÆQ£À gÁAiÀÄZÀÆgÀ ¨Áa gÁ.ºÉ. §¸ÀjPÀnÖ ªÀiÁ«£ÀPÀnÖ ªÀÄÆ®PÀ gÁ.ºÉ.-20 PÀÆqÀÄ gÀ¸ÉÛ Q.«ÄÃ. 10.00 jAzÀ 10.70 gÀªÀgÉUÉ vÀÄvÀÄð zÀÄgÀ¹Û ªÀiÁqÀĪÀÅzÀÄ.

AS PER ESTIMATE RECOMMENDED CRUST THICKNESS ARRIVED FROM DESIGN AS PER IRC37-2018

SL.No. Km No./ Road Name CBR Value% Standard Axles in msa As per design thicknesses in mm Existing thicknesses in mm Proposed thicknesses in mm Remarks

Sub base Base Binder course PC Total Sub base Base Binder course Wearing course Total Sub base Base BM BC/ SDBC Total

1 Hindalga Mannur Kowad road 10 10 200.00 250.00 50 30.00 530.00 100.00 0.00 0.00 0.00 100.00 100.00 250.00 50.00 25.00 425.00 100mm GSB, 250mm WMM, 50mm BM and 25mm thick SDBC is proposed. Stage construction is proposed.

3 #REF! 5 5 150.00 250.00 65 30.00 495.00 150.00 250.00 0.00 0.00 400.00 0.00 0.00 50.00 25.00 75.00 50mm BM and 25mm thick SDBC is proposed. Stage construction is proposed.

4 #REF! 5 5 150.00 250.00 65 30.00 495.00 150.00 250.00 65.00 0.00 465.00 0.00 0.00 0.00 25.00 25.00 25mm thick SDBC is proposed. Stage construction is proposed.

5 #REF! 5 5 150.00 250.00 65 30.00 495.00 150.00 250.00 0.00 0.00 400.00 0.00 0.00 50.00 25.00 75.00 50mm BM and 25mm thick SDBC is proposed. Stage construction is proposed.

6 #REF! 5 5 150.00 250.00 65 30.00 495.00 150.00 250.00 65.00 0.00 465.00 0.00 0.00 0.00 25.00 25.00 25mm thick SDBC is proposed. Stage construction is proposed.

7 #REF! 5 5 150.00 250.00 65 30.00 495.00 150.00 250.00 0.00 0.00 400.00 0.00 0.00 50.00 25.00 75.00 50mm BM and 25mm thick SDBC is proposed. Stage construction is proposed.

8 #REF! 5 5 150.00 250.00 65 30.00 495.00 150.00 250.00 0.00 0.00 400.00 0.00 0.00 50.00 30.00 80.00 50mm BM and 30mm thick BC is proposed. Stage construction is proposed.

9 Kanbargi Entrance road 5 5 150.00 250.00 65 30.00 495.00 150.00 250.00 0.00 0.00 400.00 0.00 0.00 50.00 25.00 75.00 50mm BM and 25mm thick SDBC is proposed. Stage construction is proposed.

10 SC motors B/S Mohite property 5 5 150.00 250.00 65 30.00 495.00 50.00 0.00 0.00 0.00 50.00 100.00 225.00 50.00 25.00 400.00 100mm GSB, 225mm WMM, 50mm BM and 25mm thick SDBC is proposed. Stage construction is proposed.

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ :- 2025-26 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಬಿಜಗರ್ಣಿ -ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-54 ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ರವರೆಗೆ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು.

RECAPITULATION SHEET.

Sl.No Description Amount

3 Miscellaneous 754.37 1308.56 774.43

Assistant Executive Engineer, Executive Engineer,

P.W.D Sub.DN.No.1,Belagavi P.W.D Belagavi Division, Belagavi

2025-26 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಬಿಜಗರ್ಣಿ -ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-54 ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ರವರೆಗೆ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು.

SUB ESTIMATE -ABSTRACT - IMPROVEMENTS TO ROAD

Sl. No. Unit Qty Rate Amount

1 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24 Vol III Item No-4.17 (A) (P.No.26) Cum 35.50 2559.00 90844.50

2 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/m2 using mechanical means. [Page No31 - I.No. 5.10(A) PWD SR Road & bridge work vol-03 2023-24] Sqm 355.00 63.00 22365.00

3 Tack coat on Granular surface treated with primer Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface cleaned with mechanical broom[Page No 31 - I.No. 5.4 PWD SR Road & bridge work vol-03 2023-24] Sqm 355.00 22.00 7810.00

4 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom [Page No 31 - I.No. 5.3 PWD SR Road & bridge work vol-03 2023-24] Sqm 1331.25 18.00 23962.50

5 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [Page No 33 - I.No. 5.8( C) PWD SR Road & bridge work vol-03 2023-24] Cum 17.75 9897.00 175671.75

6 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. (PWD SR 2023-24 Vol III, Item No.5.31, P.No.43) Cum 33.28 13601.00 452658.28

7 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [Page No 17 - I.No. 3.60 PWD SR Road & bridge work vol-03 2023-24] Cum 149.10 493.00 73506.30

Total Amount 846,818.33

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Divn Belagavi PWD. Division Belagavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ :- 2025-26 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಬಿಜಗರ್ಣಿ -ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-54 ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ರವರೆಗೆ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು. Improvements of Hindalga Mannur Gojage Kowad Attigawad MDR road from Km 11.00 to 14.00 in Selected reaches (MDR) in rural constituency of Belagavi Taluk under HOA 5054-MDR Improvements(Appendix-E) for the year 2022-23

ESTIMATE Improvements of Hindalga Mannur Gojage Kowad Attigawad MDR road from Km to 14.00 to 16.19 and Improvements of Uchagoav kowad (MDR) to Attiwad Agasaga Village Road From Km 0.00 to 0.50 in Rural constituency of Belagavi Taluk Under HOA 5054-MDR Improvements(Appendix-E) for the year 2022-23

Sl. No. Description Measurements Qty. Unit. Rate Amount

1 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24 Vol III Item No-4.17 (A) (P.No.26)

2 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/m2 using mechanical means. [Page No31 - I.No. 5.10(A) PWD SR Road & bridge work vol-03 2023-24]

3 Tack coat on Granular surface treated with primer Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface cleaned with mechanical broom[Page No 31 - I.No. 5.4 PWD SR Road & bridge work vol-03 2023-24]

4 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom [Page No 31 - I.No. 5.3 PWD SR Road & bridge work vol-03 2023-24]

5 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [Page No 33 - I.No. 5.8( C) PWD SR Road & bridge work vol-03 2023-24]

6 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. (PWD SR 2023-24 Vol III, Item No.5.31, P.No.43)

7 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [Page No 17 - I.No. 3.60 PWD SR Road & bridge work vol-03 2023-24]

Total Amount 846818.33

Assistant Executive Engineer,

P.W.D Sub.DN.No.1,Belagavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ :- 2025-26 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಬಿಜಗರ್ಣಿ -ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-54 ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ರವರೆಗೆ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು.

Sl. No Item of work Vol Page No. Item No. Unit Basic rate Formwork Charges Total rate (Rs.) Final rate (Rs.)

1 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24 Vol III Item No-4.17 (A) (P.No.26) 3 26 4.17 Cum 2559.00 2559.00 2559.00

2 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/m2 using mechanical means. [Page No31 - I.No. 5.10(A) PWD SR Road & bridge work vol-03 2023-24] 3 31 5.1(A) Sqm 63.00 63.00 63.00

3 Tack coat on Granular surface treated with primer Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface cleaned with mechanical broom[Page No 31 - I.No. 5.4 PWD SR Road & bridge work vol-03 2023-24] 3 31 5.4 Sqm 22.00 22.00 22.00

4 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom [Page No 31 - I.No. 5.3 PWD SR Road & bridge work vol-03 2023-24] 3 31 5.3 Sqm 18.00 18.00 18.00

5 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [Page No 33 - I.No. 5.8( C) PWD SR Road & bridge work vol-03 2023-24] 3 33 5.8© Cum 9897.00 9897.00 9897.00

6 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. (PWD SR 2023-24 Vol III, Item No.5.31, P.No.43) 3 43 5.31 Cum 13601.00 13601.00 13601.00

7 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [Page No 17 - I.No. 3.60 PWD SR Road & bridge work vol-03 2023-24] 3 17 3.6 Cum 493.00 493.00 493.00

Assistant Executive Engineer,

P.W.D Sub.DN.No.1,Belagavi

2025-26 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಬಿಜಗರ್ಣಿ -ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-54 ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ರವರೆಗೆ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು.

Proposed SDBC 25MM

proposed BM 50mm

Proposed WMM 250mm

3.75 Side Shoulder

EXISTING CARRIAGEWAY GSB

PROPOSED CROSS SECTION OF ROAD

Assistant Executive Engineer

PWD Sub Division Belagavi

2025-26 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಬಿಜಗರ್ಣಿ -ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-54 ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ರವರೆಗೆ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು.

Proposed BC 25MM

proposed DBM 50mm

Proposed WMM 250mm

Widening Portion

Proposed GSB 100mm

Proposed Murum 200mm

5.00 Side Shoulder

PROPOSED CROSS SECTION OF ROAD

Assistant Executive Engineer

PWD Sub Division Belagavi

2025-26 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಬಿಜಗರ್ಣಿ -ಕವಳೇವಾಡಿ-ಜಾನೇವಾಡಿ-ಕರ್ಲೆ-ಬಹಾದ್ದೂರವಾಡಿ-ಕಿಣೆಯೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-54 ಕ್ಕೆ ಕೂಡು ರಸ್ತೆ ಕಿ.ಮೀ 6.00 ರಿಂದ 6.46 ರವರೆಗೆ ಬದಿಗಳ ದುರಸ್ತಿ ಹಾಗೂ ಡಾಂಬರೀಕರಣ ಮಾಡುವುದು.

Murum Proposed SDBC Existing Road 5m Width Proposed SDBC Murum

Proposed BM 50mm Exxisting BM 50mm Proposed BM 50mm

Murum Proposed WMM 250mm Murum

Proposed GSB 100mm

Proposed Murum 200mm