IMPROVEMENT TO MANGASULI - LAXMESHWAR (S.H.-73) FROM KM 152.00 TO 156.00 SELECTED REACHES IN KITTUR CONSTITUENCY OF BAILHONGAL TALUK, BELAGAVI DISTRICT.

FULL DETAIL BAR CHART - SH-73

NAME OF ROAD : ANNUAL MAINTAINANCE OF ANNUAL MAINTAINANCE OF MANGSULI-LAXMESHWAR ROAD (SH-73) IN BAILHONGAL TALUKA BELAGAVI DISTRICT KM.NO.122.67 TO 204.16 NET LENGHT = 74.61 KM ROAD ID : BAI203

ROAD CATEGORY : MDR SUBDIVISION : BAILHONGAL DIVISION : BELAGAVI CIRCLE : BELAGAVI

START LATTITUDE:15.98096 AND LONGITUDE:74.74854 END LATTITUDE:15.6295006 AND LONGITUDE:74.9158882

HOSKOTI MALAPUR KN NESARGI KOLADUR MOHARE DESHNUR MATTIKOPPA YARAGUDDI CROSS

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Road Details (CD Details)

Last Five Year road Improved Details

NF WI 150646 GSB 100mm WMM 250mm DBM 50mm BC 30mm Flood Work 2019-20 WI 150646 GSB 100mm WMM 250mm DBM 50mm BC 30mm Appendix-E (2020-21) 5054 SH Imp WI 136997 GSB 100mm WMM 250 DBM 60 BC 30 Appendix-E (2021-22) WI 149384 GSB 100mm WMM 250mm BM 50mm SDBC 25mm

SH-31 OVERLAP No Improvement SH-20 (RB) OVERLAP No Improvement in Last 5 Years No Improvement Proposed Work 5054 For the year 2026-27

Proposed Year Details

NF 3054 SH 2021-22 Maintainance Work For 2026-27 More Than 5 Year Maintainance Work For 2026-27 Less Than 5 Year 3054 SH 2021-22 Maintainance Work For 2026-27 More Than 5 Year Maintainance Work For 2026-27 Less Than 5 Year SH-31 OVERLAP Maintainance Work For 2026-27 More Than 5 Year SH-20 (RB) OVERLAP Maintainance Work For 2026-27 More Than 5 Year Maintainance Work For 2026-27 More Than 5 Year Maintainance Work For 2026-27 Less Than 5 Year Proposed Work 5054 For the year 2026-27

Legends Desciption Silent Features 1). Completed Works and under DLP 4) On going works

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 L (in Km)

Annual Maintenance for More than 5 Year Single Lane 130.90 to 150.40 and 152.00 to 154.75 and 171.51 to 180.37 and 182.00 to 185.15 34.04 5054 170.71 and 185.15 171.51 and 194.17 RC 9.82 5054 SH Imp 164.99 170.71 RD 5.72

Annual Maintenance for Less than 5 Year Intermediate lane 122.67 to 130.90 and 154.75 to 171.51 and 194.17 to 204.16 38.43 Total Length (in Km) 9.82 171.51 174.52 3.01

Work Approved/Progress Two lane 185.15 to 194.17 9.02 Total Length (in Km) 8.727

Non Feasible Two lane + PS 2).Maintenance for 2026-27

Major Bridges Four lane - - HEAD OF ACCOUNT From To Provisions L (in Km)

Minor Bridges Major Bridges - - 3054 SH 122.67 and 131.9 130.9 and 141.05 Maint 17.380

CD Minor Bridges - - 3055 SH 141.87 and 155.516 152.25 and 159.93 Maint 14.794 5) Eligible for Renewal

Village/ City Name Railway Crossing - - 3056 SH 174.52 185.15 Maint 10.633 HEAD OF ACCOUNT From To Provisions L (in Km)

Railway Crossing Overlap Length - - 3057 SH 194.17 204.16 Maint 9.990 122.67 and 174.517 122.67 and 174.517 to 122.99 and 176.00 1.803

Overlap Total Length Including Overlap length (in Km) 81.49 Total Length (in Km) 52.797 Total Length (in Km) 1.803

Total Length Excluding Overlap length (in Km) 74.610

Village/City Limit Other Department Works No. Details Length 2026-27 Maintenance Abstract

Name of Village/ City From To L (in Km) Under From To L (in Km) 1 1). Completed Works and under DLP 9.820 3) Proposed works under Annual Works 2026-27 Description Length in Km

NESARGI 129.97 130.48 0.51 KRDCL 185.15 194.17 9.02 2 2).Maintenance for 2026-27 50.994 HEAD OF ACCOUNT From To Provisions L (in Km) Less Than 5 Years Developed Length 15.274 16.01

BAILHONGAL 175.00 177.00 2.00 KSHIP - - - 3 3) Proposed works under Annual Works 2026-27 3.266 Appendix-E 152.25 to 155.52 3.266 More than 5 years Developed length 35.720 40.053

Belawadi 194.00 194.78 0.78 SHDP - - - 4 4) On going works 8.727 Total Length (in Km) 3.266 Total Maintenance length(Including NF) 52.797

Budarkatti 200.00 200.46 0.46 PRAMC - - - 5 5) Eligible for Renewal 1.803 Total Length of the Road 74.610

Total Length (in Km) 3.750 Total Length (in Km) 9.020 Total Length (in Km) 74.610

Assistant Executive Engineer Executive Engineer

PWD, Sub Division Bailhongal PWD, Division Belagavi

5) Eligible for Renewal

HEAD OF ACCOUNT From To Provisions L (in Km)

Total Length (in Km) 0.000

FULL DETAIL BAR CHART - MDR ROAD ID BAI 203

NAME OF ROAD : ANNUAL MAINTAINANCE OF ANNUAL MAINTAINANCE OF MANGSULI-LAXMESHWAR ROAD (SH-73) IN BAILHONGAL TALUKA BELAGAVI DISTRICT KM.NO.122.67 TO 204.16 NET LENGHT = 74.61 KM ROAD ID : BAI203

ROAD CATEGORY : MDR SUBDIVISION : BAILHONGAL DIVISION : BELAGAVI CIRCLE : BELAGAVI

START LATTITUDE:15.771416 AND LONGITUDE:74.841282 END LATTITUDE:15.752285 AND LONGITUDE:74.835142

TIGADI SAMPGAON NEGEHAL KM.170.67 YARADAL KM.174.44 BAI,CONSTITUENCY STARTS FROM KM.175.95 DEVALAPUR KM.178.92 AMATUR KM.182.055 NAYANAGAR KM.185.15

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Carriage Way 5.5 m

7.00 m 5.50 m Appendix-E (2021-22) WI 149384 GSB 100mm WMM 250mm BM 50mm SDBC 25mm SH - 31 (JJ) OVERLAP No Improvements

Proposed Work 5054 For the year 2026-27 Appendix E 2024-25 Subgrade-200mm, GSB-200mm, WMM-250mm, DBM-50mm, BC-30mm CRF 2024-25 Appendix E 2023-24 PQC-200mm, DLC-100mm, WMM-250mm, DBM-50mm, BC-30mm Appendix E 2025-26 WMM-250mm, DBM-50mm, BC-30mm NF No Improvements Appendix E 2023-24 WI 164189 GSB 100mm WMM 250mm DBM 60mm BM 30mm No Improvements No Improvements

Proposed Work 5054 For the year 2026-27 Maintainance Work For 2026-27 Less Than 5 Year SH - 31 (JJ) OVERLAP Ongoing Work Ongoing Work DLP Ongoing Work NF Maintainance Work For 2026-27 More Than 5 Year Maintainance Work For 2026-27 Less Than 5 Year Maintainance Work For 2026-27 More Than 5 Year

Assistant Executive Engineer Executive Engineer

PWD, Sub Division Bailhongal PWD, Division Belagavi

FULL DETAIL BAR CHART - MDR ROAD ID BAI 203

NAME OF ROAD : ANNUAL MAINTAINANCE OF ANNUAL MAINTAINANCE OF MANGSULI-LAXMESHWAR ROAD (SH-73) IN BAILHONGAL TALUKA BELAGAVI DISTRICT KM.NO.122.67 TO 204.16 NET LENGHT = 74.61 KM ROAD ID : BAI203

ROAD CATEGORY : MDR SUBDIVISION : BAILHONGAL DIVISION : BELAGAVI CIRCLE : BELAGAVI

START LATTITUDE:15.771416 AND LONGITUDE:74.841282 END LATTITUDE:15.752285 AND LONGITUDE:74.835142

JALIKOPPA BELWADI BUDRKATTI KM. 200.396

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Carriage Way 7.00 m Malapabra Bridge

7.00 m 5.50 m KRDCL

Appendix E 2020-21 WI 136841 GSB 100mm WMM 250mm BM 50mm SDBC 25mm Flood Work 2020-21 WI 129417 GSB 100mm WMM 250mm BM 50mm SDBC 25mm Appendix E 2020-21 WI 136841 GSB 100mm WMM 250mm BM 50mm SDBC 25mm Flood Work 2021-22 WI 143030 GSB 100mm WMM 250mm DBM 50mm BC 40mm Flood Work 2021-22 WI 143063 GSB 100mm WMM 250mm DBM 50mm BC 40mm Flood Work 2021-22 WI 151262 GSB 150mm WMM 250mm DBM 60mm BC 30mm

KRDCL Maintainance Work For 2026-27 More Than 5 Year Maintainance Work For 2026-27 More Than 5 Year Maintainance Work For 2026-27 More Than 5 Year Maintainance Work For 2026-27 Less Than 5 Year Maintainance Work For 2026-27 Less Than 5 Year Maintainance Work For 2026-27 Less Than 5 Year

Assistant Executive Engineer 76.326 Executive Engineer

PWD, Sub Division Bailhongal PWD, Division Belagavi

GOVERNMENT OF KARNATAKA

(Public Works Department)

COMMUNICATION & BUILDINGS

EXECUTIVE ENGINEER

PUBLIC WORKS DEPARTMENT DIVISION

ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ:

2026-27ನೇ ಸಾಲಿನ 5054-03-337-0-17-154 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ರಸ್ತೆ ಕಾಮಗಾರಿಗಳು ಸುಧಾರಣೆಗಳು

PLANS & ESTIMATE

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು. IMPROVEMENT TO MANGASULI - LAXMESHWAR (S.H.-73) FROM KM 152.00 TO 156.00 SELECTED REACHES IN KITTUR CONSTITUENCY OF BAILHONGAL TALUK, BELAGAVI DISTRICT.

ESTIMATE COST : Rs. 500.00 Lakhs

ವಿಭಾಗ : ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ವಿಭಾಗ, ಬೆಳಗಾವಿ.

ಉಪ ವಿಭಾಗ : ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ

ಮಂಜೂರಾತಿ ಸಂಖ್ಯೆ

ಅನುದಾನ ಶೀರ್ಷಿಕೆ :

ಮುಖ್ಯ ನಿಧಿ (ಪ್ರಧಾನ ಶೀರ್ಷಿಕೆ) : 2023-24 ನೇ ಸಾಲಿನ -5054-ಅಪೆಂಡಿಕ್ಸ್-ಇ

ಸಣ್ಣ ನಿಧಿ (ಉಪ ಶೀರ್ಷಿಕೆ) :

ಸೇವಾ ಶೀರ್ಷಿಕೆ :

ಇಲಾಖೆ ಶೀರ್ಷಿಕೆ :

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

ಅಂದಾಜು ಮೊತ್ತ : ರೂ. 500.00 ಲಕ್ಷಗಳು

ಆಡಳಿತಾತ್ಮಕ ಮಂಜೂರಾತಿ ಸಂಖ್ಯೆ : ಸಂಖ್ಯೆ : ದಿನಾಂಕ :

ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿ ಸಂಖ್ಯೆ : ಸಂಖ್ಯೆ : ದಿನಾಂಕ :

ಅಂದಾಜು ಪತ್ರಿಕೆ ತಯಾರಿಸಿದವರು : ಶ್ರೀ. ಪೂರ್ಣಾನಂದ ಬಗಲಿ, ಸ.ಇಂ

ಅಂದಾಜು ಪತ್ರಿಕ ಪರಿಶೀಲಿಸದವರು : ಶ್ರೀ. ಅನಿಲ ಎಮ್, ಸಕಾಇಂ

ಪ್ರತ್ಯೇಕವಾಗಿ ಲಗತ್ತಿಸಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರರು, ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರರು,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ

ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ ವಿಭಾಗ, ಬೆಳಗಾವಿ.

ಕೆ.ಪಿ.ಡಬ್ಲೂ.ಡಿ. ಪ್ಯಾರಾ 133 ಪ್ರಕಾರ ಪ್ರಮಾಣ ಪತ್ರ

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

ನಾನು ಶ್ರೀ. ಅನಿಲ ಎಮ್, ಸಹಾಯಕ ಕಾರ್ಯನಿವಾಹಕ ಅಭಿಯಂತರರು, ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ, ಸ್ವತ: ಕೆಲಸದ ಸ್ಥಳವನ್ನು ಪರಿಶೀಲಿಸಿದ್ದೇನೆ. ಹಾಗೂ ಮಂಜೂರಾದ ದರಪಟ್ಟಿಯ ಪ್ರಕಾರ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದ್ದು, ಇದು ಅತ್ಯಂತ ಕಡಿಮೆ ವೆಚ್ಚಿದ್ದು, ಹಾಗೂ ಸುರಕ್ಷತವೆಂದು ಈ ಮೂಲಕ ಪ್ರಮಾಣೀಕರಿಸುತ್ತೇನೆ.

ಸಹಾಯಕ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರು,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ,

ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ

ಸ.ಅ.ನಂ:ಪಿಡಬ್ಲೂ:ಎಸ್.ಎಲ್.ಸಿ.:ಎಸ್.ಎA.91:ದಿನಾಂಕ: 27-6-1991 ರ ಪ್ರಕಾರ ಪ್ರಮಾಣ ಪತ್ರ

ನಮ್ಮ ತಿಳುವಳಿಕೆ ಹಾಗೂ ನಂಬಿಗೆಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸುವಾಗ ತಾಂತ್ರಿಕವಾಗಿ ಅಗತ್ಯವಿರುವ ಎಲ್ಲಾ ಐಟಂಗಳನ್ನು ಅಗತ್ಯ ಪ್ರಮಾಣದಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ. ಎಂದು ಈ ಮೂಲಕ ಪ್ರಮಾಣೀಕರಿಸುತ್ತೇನೆ.

ಸಹಾಯಕ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರು,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ,

ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ

ಕಳೆದ ಮೂರು ವರ್ಷಗಳಲ್ಲಿ ಸದರಿ ಕಾಮಗಾರಿಯು ಬೇರೆ ಯಾವುದೇ ಯೋಜನೆಯಡಿಯಲ್ಲಿ ಸೇರಿಲ, ಹಾಗೂ ಕಾಮಗಾರಿಯನ್ನು ಕೈಗೆತ್ತಿಕೊಂಡಿಲ್ಲವೆಂದು ಈ ಮೂಲಕ ಪ್ರಮಾಣೀಕರಿಸುತ್ತೇನೆ.

ಸಹಾಯಕ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರು, ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರು,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ,

ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ ಬೆಳಗಾವಿ ವಿಭಾಗ,ಬೆಳಗಾವಿ.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗೆ ಕರ್ನಾಟಕ ಸರ್ಕಾರದ ಪತ್ರ ಸಂಖ್ಯೆ: ಲೋಇ/170/ಐಅಫ್‌ಎ/2026(ಇ-ಕಛೇರಿ). ಈ ಕಾಮಗಾರಿಯನ್ನು ಕೈಗೆತ್ತಿಕೊಳ್ಳಲು ರೂ. 500 ಲಕ್ಷ ಅನುದಾನದೊಂದಿಗೆ ಅನುಮೊದನೆ ನೀಡಿರುತ್ತಾರೆ, ಸದರಿ ರಸ್ತೆಯು ಜಕನಾಯಕನಕೊಪ್ಪದಿಂದ ತಿಗಡಿಗೆ ಸಂಪರ್ಕ ಕಲ್ಪಿಸವ ರಸ್ತೆ ಮುಖ್ಯವಾಗಿದ್ದು, ಸದರಿ ರಸ್ತೆಯನ್ನು ಸುಧಾರಣೆ ಮಾಡುವುದು ಅವಶ್ಯವಾಗಿರುತ್ತದೆ.

ಸದರಿ ರಸ್ತೆಯು ಸಂಚಾರ ಗಣತಿ ಪ್ರಕಾರ 540 ಕಮರ್ಸಿಯಲ್ ವಾಹನಗಳನ್ನು ಹಾಗೂ ವಾರ್ಷಿಕ ಪ್ರತಿಶತ 5 ರಂತೆ 20 ವರ್ಷಗಳವರೆಗೆ ಹೊಂದುವಂತೆ (ಬಿಟುಮಿನಸ್ ಲೇಯರ್‌ಗಳಿಗೆ 5 ವರ್ಷಗಳಿಗೆ ಹೊಂದುವಂತೆ) IRC 37-2018 ರನ್ವಯ ರಸ್ತೆಯ ಕ್ರಸ್ಟ್ವನ್ನು ವಿನ್ಯಾಸಕ್ಕೆ ಒಳಪಡಿಸಿದಾಗ 26 ಎಂ.ಎಸ್.ಎ ಮತ್ತು ಸಿ.ಬಿ.ಆರ್. 9 ರನ್ನು ನೋಡಲಾಗಿ 530 ಮಿಮೀ ದಪ್ಪದ ರಸ್ತೆಯನ್ನು ನಿರ್ಮಿಸಬೇಕಾಗಿರುತ್ತದೆ. ಚಾರ್ಟ ಪ್ರಕಾರ, 200 ಮಿಮೀ ದಪ್ಪದ ಜಿ.ಎಸ್.ಬಿ., 250 ಮಿಮಿ ದಪ್ಪದ WMM, 50 ಮಿಮೀ ದಪ್ಪದ ಡಿ.ಬಿ.ಎಂ. 30 ಮಿಮೀ ದಪ್ಪದ ಬಿ.ಸಿ. ಯಂತೆ ಒಟ್ಟಾರೆ 530 ಮಿಮೀ ದಪ್ಪದ ಕ್ರಸ್ಟವುಳ್ಳ ರಸ್ತೆಯನ್ನು ನಿರ್ಮಿಸಬೇಕಾಗಿರುತ್ತದೆ. ಆದರೆ ಕಿ.ಮೀ 153.00 ರಿಂದ 155.516 ರಲ್ಲಿ ಇಗಾಗಲೆ 200ಮಿಮೀ ದಪ್ಪದ ಕ್ರಸ್ಟ್ವ ಇರುತ್ತದೆ, ಆದರೆ ಕಿಮೀ 152.25 ರಿಂದ 153.00 ರವರೆಗೆ ಯಾವುದೇ ಕ್ರಸ್ಟ್ವ ಇರುವುದಿಲ್ಲ, ಸದರಿ ರಸ್ತೆಗೆ ಅದರಂತೆ, 200 ಮಿಮೀ ದಪ್ಪದ(ಅವಶ್ಯಕತೆ ಇದ್ದಲ್ಲಿ) ಜಿ.ಎಸ್.ಬಿ., 250 ಮಿಮಿ ದಪ್ಪದ WMM, 50 ಮಿಮೀ ದಪ್ಪದ ಡಿ.ಬಿ.ಎಂ. 30 ಮಿಮೀ ದಪ್ಪದ ಬಿ.ಸಿ. ಯಂತೆ ಒಟ್ಟಾರೆ 530 ಮಿಮೀ ದಪ್ಪದ ಕ್ರಸ್ಟವುಳ್ಳ ರಸ್ತೆಯನ್ನು ನಿರ್ಮಿಸಲು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ. ಹಾಗೂ CC Drain, Pipe Culvert ಹಾಗೂ Pole Shifting ನಿರ್ಮಾಣ ಮಾಡಲು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ.

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಪ್ರಸ್ಥಾಪಿಸಲಾಗಿದೆ.

1) ಪ್ರಸ್ಥಾಪಿತ ಉದ್ದದ ರಸ್ತೆಯ ಮೇಲೆ ಜಂಗಲ್ ಕಟಿಂಗ ಮಾಡುವದು

2) ಅಗೆತ ಮಾಡುವದು.

3) ಪ್ರಸ್ಥಾಪಿತ ಉದ್ದದ ರಸ್ತೆಯ ಭಾಗಗಳಲ್ಲಿ ಸ್ಕೆರಿಫಾಯಿಂಗ ಮಾಡಿ ಕಂಪಾಕ್ಶನ್ ಮಾಡುವದು.

4) ಅದರ ಮೇಲೆ ವಿನ್ಯಾಸದಂತೆ 200 ಮಿ.ಮೀ ದಪ್ಪದ ಜಿ.ಎಸ್.ಬಿ. ಹಾಕುವದು.

5) 250 ಮಿ.ಮಿ. ದಪ್ಪದ ಡ.ಬ್ಲು.ಎಂ.ಎಂ. ಹಾಕುವದು.

6) ಕ್ಯಾರೇಜ ವೇ ಮೇಲೆ 50 ಮಿ.ಮಿ. ದಪ್ಪದ ಡಿ.ಬಿ.ಎಂ ಹಾಗೂ 30 ಮಿ.ಮಿ. ದಪ್ಪದ ಬಿ.ಸಿ. ಹಾಕುವದು.

8) ರಸ್ತೆಯ ಸುರಕ್ಷಾ ಫಲಕಗಳು, ಇನ್ನಿತರ ರಸ್ತೆ ಫರ್ನಿಚರಗಳನ್ನು ಅಳವಡಿಸುವದು.

9) ಪ್ಲಾಂಟೀಶನ್, ಹಾಗೂ ಗುಣ ನಿಯಂತ್ರಣಕ್ಕಾಗಿ ಇಡಗಂಟಿನಡಿಯಲ್ಲಿ ಹಣ ಇರಿಸಲಾಗಿದೆ.

10) Pipe Culvert ನಿರ್ಮಾಣ ಮಾಡಲು ಅವಶ್ಯ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ

11) ಕೂಡುವ ರಸ್ತೆಗಳಿಗೆ ಎನ್.ಪಿ-4 ಪೈಪ್ ಹಾಕುವುದನ್ನು ಪರಿಗಣಿಸಲಾಗಿದೆ

12) Pole Shifting

ಸದರಿ ಕಾಮಗಾರಿಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ (2024-25 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಏಕರೂಪ ದರ ಪಟ್ಟಿಯನ್ವಯ ತಯಾರಿಸಿ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ ವಿಭಾಗ,ಬೈಲಹೊಂಗಲ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರರು, ಲೋಕೋಪಯೋಗಿ. ಇಲಾಖೆ ಬೆಳಗಾವಿ ವಿಭಾಗ, ಬೆಳಗಾವಿ.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

RECAPITULATION SHEET

Sl. .No Description Amount in Rs.

1 Construction of Asphalt Road 38875768.00 38875775.99 7.99

2 Maintainance Estimate 495989.76 495989.76 0.00

4 Electrical Pole Shifting 278791.40 278791.40 204820.38 73971.018

5 Electrical Decommissioning 17699.04 17699.04

6 For Plantation 0.25% 118297.50 118297.75

8 Tender premium 5% 2365950.09 2365955.02

9 Supervision charges on Total Estimation Cost of Pole Shifting 20005.36 20005.36 2680899.54

10 For Contigency,price escalation,Misc and Rounding off etc 58447.73 58343.66 47319100.46

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Divn Bailhongal PWD. Division Belgaum.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

ABSTRACT - IMPROVEMENTS TO ROAD

Sl. No. Unit Qty Rate Amount

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 Dozer- In area of light jungle 100 m2 72.49 393.00 28488.57

2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead m2 3889.87 6.00 23339.25

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m m2 1697.40 102.00 173134.80

4 Construction of unlined surface drains of average cross_x0002_sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. m3 3163.20 25.00 79080.00

5 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 m3 2195.00 493.00 1082137.27

6 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v)For Grading -V Material m3 2843.03 2359.00 6706695.97

7 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. m3 3624.50 2559.00 9275095.50

8 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1) m2 14498.00 63.00 913374.00

9 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface m2 14498.00 22.00 318956.00

10 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. m3 724.90 14555.00 10550919.50

11 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m3 434.94 17215.00 7487492.10 225 1859051.25

12 Retro-Reflectorised Traffic Signs 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. 60 cm equilateral triangle. No 5.00 3562.00 17810.00

13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. m2 795.80 530.00 421774.00

14 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. m3 3317.92 474.00 1572692.66 2000

15 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Unit 6.88 188.00 1292.50

16 Traffic Signages & Other Appurtenant Works 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. Nos 302.00 365.00 110230.00

17 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast) Nos 4.00 2889.00 11556.00

18 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200 m stone (precast) Nos 12.00 820.00 9840.00

19 Direction and Place Identification Signs more than 0.9 m2 Size Board. Providing and erecting direction and place identification retro_x0002_reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 Each 4.32 9684.00 41834.88

20 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm. dia M 15.00 3335.00 50025.00

Total Amount 38875768.00

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Divn Bailhongal PWD. Division Belgaum.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

MEASUREMENT SHEET

Sl. No. Description Unit No L B D Qty

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 Dozer- In area of light jungle

Deduct for Voids 13180.0 45.0% -5931.0

2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead 0.315

m3 Total Qty 7072.5

Considering 55% of Total Qty 3889.9

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m 0.315

m3 Total Qty 1697.4

4 Construction of unlined surface drains of average cross_x0002_sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

For Side Drains

Total Qty 5272.0

Considering only 60.0% 3163.2

5 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

Earthen Shoulders #REF!

6 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v)For Grading -V Material

For Entire carriage way portion `

7 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.

8 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1)

9 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom

Km 152.25 to 153.00 1 750.00 5.50 4125.00 2 - Two Times Tack Coats

m2 2636.00 Total Qty 14498.00

10 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

11 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

ROAD SAFETY ITEMS

12 Retro-Reflectorised Traffic Signs 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. 60 cm equilateral triangle.

no Total Qty 5.00

13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.

For Humps and Junction markings 5.00

sqm Total Qty 795.80

14 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work.

As per attached Earthwork survey/Calculation sheet 5015.32 5015.32

Reusing Box cutting Qty Deduction Qty 1697.40

cum Net Qty 3317.92

15 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.

Sqm Total Qty 6.88

16 Traffic Signages & Other Appurtenant Works 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.

On road edges 2 147 294.00 146.44

At Approaches, humps etc 8.00

Nos Total Qty 302.00

17 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast)

Nos Total Qty 4.00

18 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200 m stone (precast)

Nos Total Qty 12.00

19 Direction and Place Identification Signs more than 0.9 m2 Size Board. Providing and erecting direction and place identification retro_x0002_reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 Total Qty 4.32

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

For Field approaches

m Total Qty 15.00

Assistant Executive Engineer,

PWD. Sub Divn Bailhongal

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Divn Bailhongal PWD. Division Belgaum.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

RATE ANALYSIS 2023-24

Sl. No Description Unit Volume Page No Item No Basic rate Total Rate Net Rate

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 Dozer- In area of light jungle 100 m2 3 9 2.5(A) 393.00 393.00 393.00

2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead m2 3 17 3.5 6.00 6.00 6.00

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

4 Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. mtr 3 144 16.8-B 25.00 25.00 25.00

5 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 m3 3 17 3.6 493.00 493.00 493.00

6 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v)For Grading -V Material m3 3 23 4.2 (v) 2359.00 2359.00 2359.00

7 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. m3 3 26 4.17 2559.00 2559.00 2559.00

8 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1) m2 3 31 5.1A(i) 63.00 63.00 63.00

9 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface m2 3 31 5.4 (ii) 22.00 22.00 22.00

10 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. m3 3 36 5.13 C 14555.00 14555.00 14555.00

11 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m3 3 38 5.17 C 17215.00 17215.00 17215.00

12 Retro-Reflectorised Traffic Signs 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. 60 cm equilateral triangle. No 3 63 8.5 A (iv) 3562.00 3562.00 3562.00

13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. m2 3 67 8.15 530.00 530.00 530.00

14 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. m3 1 7 1.8 474.00 474.00 474.00 2200000

15 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. m2 3 71 8.31 188.00 188.00 188.00

16 Traffic Signages & Other Appurtenant Works 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. Nos 3 74 8.43 365.00 365.00 365.00

17 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast) each 3 67 8.16(ii) 2889.00 2889.00 2889.00

18 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200 m stone (precast) each 3 67 8.16(iii) 820.00 820.00 820.00

19 Direction and Place Identification Signs more than 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 3 65 8.8 9684.00 9684.00 9684.00

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

Assistant Executive Engineer, Executive Engineer,

Public Works Department, Public Works Department,

Sub.Dn.Bailhongal Belgaum Dn.Belgaum.

Volume Report Between Ground level and Formation level

Sl. Section Previous Cutting Volume Filling Volume

No. From Section Difference Width Area Previous Average Volume Area Previous Average Volume

Sq. Mtrs Area Sq. Mtrs Cubic Meters Sq. Mtrs Area Sq. Mtrs Cubic Meters

Tripozoidal Rule's

L – Distance in meters

A1 and A2 – area in Square meters

HUBALLI ELECTRICITY SUPPLY COMPANY LIMITED

Estimate for Shifting of Existing HT and LT Poles in Jakkanayakankoppa Village, As per the request Submitted by PWD Sub Division Bailhongal, in Sampagaon Section in Bailhongal Sub Division (Under Self Execution)

HT and LT Line Material

SL. No Particulars Unit Qty Material cost Labour Cost

Rate Final Rate Amt Rate Final Rate Amt

4 2 Pin cross arms with bolts, nuts for PSC pole (for Stud poles) Set 6 215.00 21.50 21.50 258.00 1548.00 143.00 14.30 14.30 171.60 1029.60

7 11kV, Horizontal cross arms with clamps,HTST Supports, bolts,nuts and washers for RCC poles Set 7 521.00 52.10 52.10 625.20 4376.40 228.00 22.80 22.80 273.60 1915.20

8 11kV, Horizontal cross arms with clamps,HTST Supports, bolts,nuts and washers for PSCC poles Set 4 518.00 51.80 51.80 621.60 2486.40 228.00 22.80 22.80 273.60 1094.40

11 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 8 Mtr Long, 115 Kg WL Set 7 342.00 34.20 34.20 410.40 2872.80 143.00 14.30 14.30 171.60 1201.20

12 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for PSCC Pole - 8 Mtr Long, 200 Kg WL Set 8 339.00 33.90 33.90 406.80 3254.40 143.00 14.30 14.30 171.60 1372.80

15 Guy Set Complete with No.8 Strain Insulator Set 4 938.00 93.80 93.80 1125.60 4502.40 529.00 52.90 52.90 634.80 2539.20

16 Guy concreting with Boulders, Mud and Sand No 4 151.00 15.10 15.10 181.20 724.80 64.00 6.40 6.40 76.80 307.20

Asst.Executive Engineer(Ele) Section officer(Ele)

O&M Sub Division HESCOM Bailhongal O&M Section HESCOM Sampagaon

HUBALLI ELECTRICITY SUPPLY COMPANY LIMITED

Estimate for Shifting of Existing HT and LT Poles in Jakkanayakankoppa Village, As per the request Submitted by PWD Sub Division Bailhongal, in Sampagaon Section in Bailhongal Sub Division (Under Self Execution)

Sl.No Particulars

1 Name of the Section Sampagaon

2 Name of the Sub Division Bailhongal

3 Name of the Division Bailhongal

4 Location of the installation Jakkanayakankoppa

6 Type Of work Self Execution

Self Execution Works

Sl. No Particulars Amount In Rs

1 Material Cost(Exclusive of GST) 204820.38

2 Labour Cost(Exclusive of GST) 73971.02

3 Area Specific Loading wherever applicable on Sl no 2. 0.00

4 Over Head Charges @10% on Sum of Sl no 1 to 3 0.00

5 Contractor Profit @10% on Sum of Sl no 1 to 3 0.00

6 Cost of Estimate in Rs.(Amount put to tender) Sum of Sl no 1 to 5 278791.40

8 Statutory Charges as per actuals (Inspectorate Charges, Civic body charges etc.) 10100.00

9 Total Cost of Estimate in Rs.Sum of Sl No 6 to 8 339073.85

HESCOM - 5% Supervision charges

1 5% Supervision chargeson Total Estimation Cost 16953.69

2 18% GST On Sl.No 1 3051.66

Total Supervision charges 20005.36

This an estimate of 339073.85

Estimate for Shifting of Existing HT and LT Poles in Jakkanayakankoppa Village, As per the request Submitted by PWD Sub Division Bailhongal, in Sampagaon Section in Bailhongal Sub Division (Under Self Execution)

The Proposed Works Comes on 11KV F2 Sampagaon NJT Feeder, Fed from 33/11KV Muss Sampgaoan Station, having Installed Capacity 2*5MVA. It is proposed to shift the existing HT and LT poles located within the village limits. The shifting estimate has been prepared based on the request received from the PWD, Bailhongal Sub-Division, for the execution of road development works. The proposed shifting is necessary to maintain the statutory electrical safety clearances, avoid road crossings, and provide adequate height clearance over the developed road developement woks Makes Estimate is prepared by using CSR in most economical way. All materials and labour charges are mentioned in the estimate. Hence kindly sanction the estimate UNDER SELF EXECUTION at an early date.

Certificate : I have personally visited the spot and prepared the estimate using CSR 2025-26 for most economically and safe way of execution the work

Section Officer (Ele)

O&M Section HESCOM Sampagaon

Certificate : I have personally visited the spot and got prepared the estimate using CSR 2025-26 for most economically and safe way of execution the work

Asst.Executive Engineer(Ele)

O&M Sub Division HESCOM Bailhongal

HUBLI ELECTRICITY SUPPLY COMPANY LIMITED

Estimate for Shifting of Existing HT and LT Poles in Jakkanayakankoppa Village, As per the request Submitted by PWD Sub Division Bailhongal, in Sampagaon Section in Bailhongal Sub Division (Under Self Execution) 22

Estimate for De-commissioning of assets

S.NO PERTICULARS UNIT QTY L.RATE Final Rate LABOUR AMOUNT

1 Labour charges for dismantling PSCC Pole -8 Mtr RCC Pole Long, No 17 738.90 886.68 15073.56

2 11 kV, Horizontal Cross Arm No 7 128.70 154.44 1081.08

Casual Labour charges 17699.04

1 Material Cost (Exclusive of GST) 0.00

2 Labour Charges (Exclusive of GST) 17699.04

3 Area Specific Loading wherever applicable on Sl no 2. 0.00

4 Over Head Charges @10% on Sum of Sl no 1 to 3 0.00

5 Contractor Profit @10% on Sum of Sl no 1 to 3 0.00

6 Cost of Estimate in Rs.(Amount put to tender) Sum of Sl no 1 to 5 17699.04

7 GST @ 18% on Sl no 6 3185.83

8 Statutory Charges as per actuals (Inspectorate Charges, Civic body charges etc.) 0.00

9 Total Cost of Estimate in Rs.Sum of Sl No 6 to 8 20884.87

B) Perticular of the assets to be dismantled : 1 11 kV, Horizontal Cross Arm - 7 Scrap - Returnable to Store

2 4 - Pin "X" arm - 10 - Returnable to Store

1) Year of commissioning of the asset : 2000

2) Month /Year of dismantling : After sanction of the estimate

Date to be furnished by the A/C section

C) Original cost /assed value of the assets to be : dismantled :

1) Written down value of the assets dismantled :

ASST.EXE.ENGINEER(ELE) O&M HESCOM Sub-Division, Bailhongal SECTION OFFICER HESCOM,Sampgaon

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Recaptulation sheet

Sl. No. Description Amount

Grand Total Rs. 432600.80

Assistant Executive Engineer, Executive Engineer,

Public Works Dept., Sub-Divn Bailhongal Public Works Dept., Divn Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Sl.No. Description Of Item Unit Qty Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils upto 3 m M3 52.68 102.00 5373.36

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. m3 3.97 2682.00 10642.18

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M15) Using 40 mm nominal size graded crushed coarse aggregates m3 3.97 5918.00 23482.62

4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. m3 24.22 6725.16 162883.38

5 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of Works t 0.51 80019.00 40699.26

6 Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .1000 mm dia m 20.00 9476.00 189520.00

Total Amount 432600.80

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Divn Bailhongal PWD. Division Belgaum.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Sl No Item of work Unit Qty

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils upto 3 m 9.6

Total Qty for 2 CD 52.68

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. 9.6

Total Qty for 2 CD 3.97

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M15) Using 40 mm nominal size graded crushed coarse aggregates

Total Qty for 2 CD 3.97

4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

Duduction for pipes -1 2 0.79 0.5 -0.79

Total Qty for 2 CD 24.22

5 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of Works

Head wall quantity 24.22 21.00 Kg 508.62

Total Qty for 2 CD 0.5086

6 Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .1000 mm dia

Total Qty for 2 CD 20.00

Assistant Executive Engineer Executive Engineer

PWD Sub Div Bailhongal PWD Div Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

RATE ANALYSIS 2023-24

Sl.No Item of Work Unit CSR. P/I. No. Basic Rate Including Form work CC items Total Net Rate Including Form work CC items

1 Jungle clearence ha 7/2.6 iii(A) Vol-3 139,983.00 #REF! #REF!

2 Scarifying m2 15/3.5 Vol-3 4.00 #REF! #REF!

3 Excavation for road way In all kinds of soils upto 300 mm depth m3 8/1.12 Vol-1 65.00 #REF! #REF!

4 Preparation n Surface treatment m2 16/3.11 Vol-3 3.00 3.00 #REF!

5 Subgrade Murrum m3 15/3.6 Vol-3 413.00 #REF! #REF!

6 GSB Gr-V coarse graded m3 19/4.2(v) Vol-3 2,234.00 #REF! #REF!

7 WMM m3 24/4.27(A) Vol-3 2,394.00 #REF! #REF!

8 Primer coat m2 29/5.1A(i) Vol-3 44.00 #REF! #REF!

9 DBM < 20MSA m3 33/5.12( C) Vol-3 9,889.00 #REF! #REF!

10 Tack coat 0.20kg/m2 m2 145/21 - A(3) Vol-3 13.00 #REF! #REF!

12 Excavation for drains m 132/20.8-B Vol-3 18.10 #REF! #REF!

13 Thermo paint m2 57/8.15 Vol-3 478.00 #REF! #REF!

14 Road Studs No 150/21-C-1 Vol-3 365.00 #REF! #REF!

15 Direction and Place identification Boards m2 55/8.8 Vol-3 8,656.00 #REF! #REF!

16 900mm triangle Traffic sign boards each 53/8.5 A(ii) Vol-3 4,599.00 #REF! #REF!

17 600x 450 mm rectangle Traffic sign boards each 54/8.5 A(xii) Vol-3 4,167.00 #REF! #REF!

18 900 mm octagon Traffic sign boards each 54/8.5 A(xv) Vol-3 6,306.00 #REF! #REF!

19 900 mm circular Traffic sign boards each 54/8.5 A(vi) Vol-3 6,119.00 #REF! #REF!

20 PVC pipes 160mm dia., 6 kg/sqcm & class 3 m 134/1.9 (M010I) Vol-5 599.00 #REF! #REF!

21 Km Stone each 57/8.16(ii) Vol-3 2,444.00 #REF! #REF!

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

2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. m3 13 / 1.23 Vol-1 2,682.00 2682.00 2,682.00

3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M15) Using 40 mm nominal size graded crushed coarse aggregates m3 15/2.1.3 Vol-1 5,918.00 5918.00 5,918.00

4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. m3 17/2.4.3 Vol-1 6,227.00 Basic Rate+8% = 6828.84 498.16 6,725.16

5 2.11 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of Works t 18/2.11h Vol-1 80,019.00 80019.00 80,019.00

6 Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .1000 mm dia m 87/9.1 Vol-3 9,476.00 9476.00 9,476.00

Assistant Executive Engineer, P.W.Department Sub-Division Bailhongal Executive Engineer, P.W.D. Division Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

0.50M ROAD TOP LEVEL PARAPET

1 ROW 1000MM Ø NP3 PIPES

6.00M 6.00M ELEVATION

1 ROW 1000MM Ø NP3 PIPES

Assistant Executive Engineer Executive Engineer

PWD Sub Division,Bailhongal PWD Division Belagavi

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Attach letters of Acceptance received.

Information on works which are yet to be completed.

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)

Attach Chartered Accountant's Yearwise Statements.

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs & VDF

Taluk Name of the Road Length of the Road Considered (in K.M.) Point at which the Survey was conducted (K.M.) Fast Moving Vehicles Slow Moving Vehicles Total Vehicles PCU Vehicle Damage Factor (VDF) Locomotives (Railways) Train Vehicle Unit (TVU) (15 x 25) Plain / Rolling terrain Hilly Terrain

Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Commerecial Vehicles (10 to 17) Total Fast Moving Vehicles Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles Passenger Trains Goods Trains No. of Gate Closers 1 150 1.5 0.5

From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer 2 1500 3.5 1.5

2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden wheel Rubber tyre 3 >1500 4.5 2.5

ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

CBR Test Results 8.23

Sl No Chainage Length (km) Chainage of Samplling of Soil CBR Value As Per IS 2720-1987 Part 16 Average CBR Remarks 0.6 8.83

1 152.000 km 153.000 km 1.000 Ch : 152.700 km 6.86 6.86 Soaked CBR Value

1 153.000 km 154.000 km 1.000 Ch : 153.400 km 6.71 6.71 Soaked CBR Value

1 154.000 km 155.000 km 1.000 Ch : 154.600 km 6.57 6.57 Soaked CBR Value

1 155.000 km 156.000 km 1.000 Ch : 155.550 km 6.86 6.86 Soaked CBR Value

Assistant Executive Engineer Executive Engineer

PWD Sub Division PWD Division

Bailhongal Belagavi

ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Summary of Average Daily Traffic, PCU's and Indicative VDF on SH-73

Sl. No. Length of the Road Considered (in Kms) Count Station at KM Fast Moving Vehicles Total Fast Moving Vehicles (6 to 16) Slow Moving Vehicles Total Vehicles (17+22) P.C. Units Commercial Vehicles (9 to 16) Indicative Vehicle Damage Factor (VDF)

From To Total Two Wheeler Auto Rikshaw Cars, Vans, & Jeeps Commercial Vehicles Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (18 to 21b)

Tempos Mini Buses Buses LCV Goods Vehicles Tractors with Trailors

2 Axle Rigid (6 Tyres) 3 Axle Rigid (10 Tyres) Multi Axle (more than 10 Tyres) wooden wheel Rubber Tyre

Recommended PCU Factors for Various type of vehicle on Urban Roads as per IRC 106 : 1990 Table - 1

Vehicle Type Two Wheeler Auto Rikshaw Cars, Vans, & Jeeps Tempos Mini Buses Buses LCV 2 Axle Rigid (6 Tyres) 3 Axle Rigid (10 Tyres) Multi Axle (more than 10 Tyres) Tractors with Trailors Pedal Cycle Cycle Rickshaw Horse Drawn wooden wheel Rubber Tyre

%Commposition of Vehicla type in traffic Stream upto 10% 0.5 1.2 1 1 1.4 2.2 1.4 2.2 2.2 4 4 0.4 1.5 1.5 2 2

%Commposition of Vehicla type in traffic Stream 50.1% 10.9% 10.6% 0.8% 0.6% 1.3% 5.1% 3.2% 4.6% 5.9% 5.8% 0.5% 0.1% 0.0% 0.4% 0.0%

Recommended Design service volume for different Lane Width as per IRC 64 : 1990 Table - 2, 3 and 4

Terrain Curvature Suggested Service Volume in PCU/day

Single Intermediate Two

Plain High (Above 50) 1900 5800 12500

Rolling High (Above 101) 1700 5600 10000

Hily High (Above 201) 1400 4500 5000

Assistant Executive Engineer Executive Engineer

PWD Sub Division PWD Division

Bailhongal Belagavi

Name of Work: Improvements to (Name of Road) (SH/MDR- No ) From Km Ch …….. to ……. Km (Selected reaches) in ……………….. Taluka, ………… District.

Average CBR of Embankment Soil, % 6.86 %

Borrow Soil with CBR % (Assumed) 10 % For the pupose of design limited to 100 Mpa as per Cl. 6.4.2 of IRC 37 2018

Design thickness of SUBGRADE, mm 500 mm Avg Minimum subgrade 500 mm

2. Elastic Properties of Soil

From , IRC37-2018, Clause No 6.2

Elastic Modulus of Soil (MRS) =

Elastic Modulus of embankment soil =

A. Elastic Modulus of Embankment Soil = 60.3615 Mpa

B. Elastic Modulus of Barrowpit Soil = 76.827 Mpa

C. Poison's Ration of both Layers = 0.350

D. Design Single Wheel Load, P = 40000 N as per Cl. 1.1 of IRC 37 2018 standard /Legal Axle Load is 80 kN, Maximum equivalent single wheel Load 40 kN, for Dual wheel Maximum equivalent single wheel Load 20 kN

E. Tyre Contact Pressure = 0.56 Mpa From IRC 37-2018, Cl.3.6.1

F. Radius of Circular Contact Area, a =

3. Using IIT Pave software for Surface Deflection

The surface deflection is found to be, δ = 2.024 mm

For an equivalent Single Layer System, modulus value for single layer which will produce the SURFACE DEFLECTION of _______mm for the Load of 40000 N and poison's ratio of 0.35

G. Modulus of Subgrade (Effective) = -6.3

NOTE: IRC 37-2018, Clause A.2.1.3 restricts the value of the effective modulus of the subgrade that can be used for design to a maximum value of 100 MPa.

G. Modulus of Subgrade (Effective) = 73.2 Mpa

H. Effective CBR = 9.28 % From --------②

Results of IITPAVE Analysis

4. Effective CBR due to existing Metal Base Material

Existing Crust Thickness (Avg) = 450 mm

I. Resilient modulus of Metal layer, MRM = From 7.1, IRC 37-2018

MRM = 228.86 Mpa

H. Effective Sugbrade CBR = 9.28 %

G. Modulus of Subgrade (Effective) = 73.2 Mpa

I. Resilient modulus of Metal layer, MRM = 228.86 Mpa

3. Using IIT Pave software for Surface Deflection

The surface deflection is found to be, δ = 0.8933 mm

For an equivalent Single Layer System, modulus value for single layer which will produce the SURFACE DEFLECTION of _______mm for the Load of 40000 N and poison's ratio of 0.35

J. Modulus of Subgrade (Effective) = -6.3

NOTE: IRC 37-2018, Clause A.2.1.3 restricts the value of the effective modulus of the subgrade that can be used for design to a maximum value of 100 MPa.

J. Modulus of Subgrade (Effective) = 165.9 Mpa

K. Effective CBR = 33.29 % From --------②

Results of IITPAVE Analysis

ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

A) Poison's Ratio of both Layers, µ 0.350

B) Design Single Wheel Load, P 40000 N as per Cl. 1.1 of IRC 37 2018 standard /Legal Axle Load is 80 kN, Maximum equivalent single wheel Load 40 kN, for Dual wheel Maximum equivalent single wheel Load 20 kN

C) Tyre Contact Pressure, p 0.56 Mpa From IRC 37-2018, Cl.3.6.1

D) Radius of Circular Contact Area, a = √{P/(p x π)} 150.76 mm

Resilient modulus of subgrade soil MRS = 10.0 x CBR for CBR ≤ 5 %, Equation 6.1 of IRC 37 2018 Col. 6, Col. 9 and Col 14 in Table given Below

17.6 x (CBR)0.64 for CBR > 5 %, Equation 6.2 of IRC 37 2019

Resilient modulus of Metal layer MRGRAN = 0.20 x (h)0.45 x MRsupport Equation 7.1 of IRC 37 2018 Col.11 in Table given Below

Resilient modulus (Effective) MRS = 2 (1−µ2) p a Col.13 in Table given Below

Sl. No Chainage Embankment Soil Design thickness of subgrade in mm Borrow Soil Existing Metal Crust Surface deflection from IITPAVE δ (mm) Resilient modulus (Effective) Effective CBR Remarks

From To Length (km) Average CBR Resilient modulus of subgrade soil MRS (Mpa) CBR Resilient modulus of subgrade soil MRS (Mpa) Depth (mm) Resilient modulus of Metal layer, MRM

1 152.000 km 153.000 km 1.000 6.86% 60.36 500 10.00% 76.83 100 - 2.024 73.20 9 Image 1 - Showing the Value of δ (mm) obtained from IITPAVE

2 153.000 km 154.000 km 1.000 6.71% 59.51 500 10.00% 76.83 100 - 2.03 72.99 9 Image 2 - Showing the Value of δ (mm) obtained from IITPAVE

3 154.000 km 155.000 km 1.000 6.57% 58.72 500 10.00% 76.83 100 - 2.036 72.77 9 Image 3 - Showing the Value of δ (mm) obtained from IITPAVE

4 155.000 km 156.000 km 1.000 6.86% 60.36 500 10.00% 76.83 100 - 2.024 73.20 9 Image 4 - Showing the Value of δ (mm) obtained from IITPAVE

Assistant Executive Engineer Executive Engineer

PWD Sub Division PWD Division

Bailhongal Belagavi

ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

1 Assume trail Thicknness

Total (h) = 530 mm

2 Modulus of Subgrade

Msupport = 73.21 Mpa

3 Design Traffic

4 Resilient Modulus of Granular layer

MRGRAN = 0.2 x h(0.45) x Msupport Eq. 7.1 of IRC 37 - 2018

MRGRAN = 228.86 Mpa

5 Check for Performance Criteria

a) Check for subgrade rutting Criteria Ref Eq 3.1 and 3.2 of IRC 37 -2018

Adopt if Design Traffic is <20 msa NR = 4.1656 x 10-08 [1/εv] 4.5337 (for 80 % reliability)

Adopt if Design Traffic is >20 msa NR = 1.4100 x 10-08 [1/εv] 4.5338 (for 90 % reliability)

Where, NR = subgrade rutting life (cumulative equivalent number of 80 kN standard axle loads that can be served by the pavement before the critical rut depth of 20 mm or more occurs)

εv = vertical compressive strain at the top of the subgrade calculated using linearelastic layered theory by applying standard axle load at the surface of the selected pavement system

Since Design Traffic is >20 msa, Adopting 90% reliability

b) Check for Fatigue cracking criteria for bituminous layer Ref Eq 3.3 and 3.4 of IRC 37 -2018

Adopt if Design Traffic is <20 msa Nf = 1.6064 x C x 10-04 x [1/εt] 3.89 x [1/MRm] 0.854 (for 80 % reliability)

Adopt if Design Traffic is >20 msa Nf = 0.5161 x C x 10-04 x [1/εt] 3.89 x [1/MRm] 0.854 (for 90 % reliability)

Where, Nf = fatigue life of bituminous layer (cumulative equivalent number of 80 kN standardaxle loads that can be served by the pavement before the critical cracked area of 20 % or more of paved surface area occurs)

εt = maximum horizontal tensile strain at the bottom of the bottom bituminous layer (DBM) calculated using linear elastic layered theory by applying standard axle load at the surface of the selected pavement system

Va = per cent volume of air void in the mix used in the bottom bituminous layer

Vbe = per cent volume of effective bitumen in the mix used in the bottom bituminous layer

MRm = resilient modulus (MPa) of the bituminous mix used in the bottom bituminous layer, selected as per the recommendations made in these guidelines.

C = adjustment factor used to account for the effect of variation in the mix volumetric parameters (effective binder volume and air void content) on the fatigue life of bituminous mixes

Va + Vbe Vbe = 11.5%

Since Design Traffic is >20 msa, Adopting 90% reliability

C) Analysis of Pavement using IITPAVE Layer Elastic Moduli Depth

Bituminous 2000 Mpa 80 mm

Granular 228.86 Mpa 450 mm

Subgrade 73.21 Mpa

εv 0.000259 < Allowable Vertical compressive Strain (0.000301) - Hence Safe

εt 0.000274 > Horizontal Tensile Strain (0.000152) - Design is unsafe wrt Vertical Compressive Strain

Fig 9.1 Design Catalogue

DESIGN OF FLEXIBLE PAVEMENT

Sl. No Particulars

1 No of Lane = Intermediate lane Intermediate lane Single Intermediate Two Four

2 Divided/Undivided = Undivided Carriageway Undivided Carriageway Undivided Divided

3 Initial Traffic (P) = 540 cvpd 540 cvpd

4 Construction Period (x) = 1 Years 1 Years

5 Traffic Growth rate per annum ( r) = 5.00 % 5.00 % 5 7.5 Shall not be less than 5%, As per IRC 37 2018 and 108

6 Design life (n) = 20 years 5 years Cl. 4.3.1 of IRC 37 2018

7 Vehicle Damage Factor (v) = 3.90 3.90

8 Type of Terrain (Rolling/Plain/Hilly) = plain plain Rolling plain Hilly

Traffic at the end of construction A = P(1+r)X

A = 567.00 cvpd

Table2 : Where sufficient information on axle loads are not available Table 2 may be used

Initial Traffic Volume in terms of Commercial Vehicles per day Terrain

Rolling/Plain Hilly

III. CUMULATIVE AXLE WHEEL LOAD :

N = 365 x [(1+r)n-1] x A x V x D A = 567 cvpd 567 cvpd

n = 20 years 5 years

N = 20.02 msa 3.34 msa

Design Traffic for stage-1 shall be taken as 1.67 times the design traffic estimated = 5.59 msa

N = 21.00 msa 6.00 msa

Note : For roads with Design traffic greater than 50 msa the actual optimal requirement of layer thicknesses shall be evolved based on detailed analysis using IITPAVE software.

Assistant Executive Engineer Executive Engineer

PWD Sub Division PWD Division

Bailhongal Belagavi

IRC 37-2018 PLATES

As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period)

MSA 21.00 CBR 9 MSA 6.00 CBR 6.00

Interpolation Interpolation

MSA Sub Base Base Binder Wearing Course MSA Sub Base Base Binder Wearing Course

As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period)

MSA 21.00 CBR 9 MSA #REF! CBR 6.00

Interpolation Interpolation

MSA Sub Base Base Binder Wearing Course MSA Sub Base Base Binder Wearing Course

As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period)

MSA 21.00 CBR #REF! MSA #REF! CBR #REF!

Interpolation Interpolation

MSA Sub Base Base Binder Wearing Course MSA Sub Base Base Binder Wearing Course

MSA Sub Base Base Binder Wearing Course

ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Computation of required Pavement layer thickness as per IRC 37 2018

Sl. No Chainage Exisitng Embankment CBR % Borrow CBR % Effective CBR % As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period) Existing Pavement Details Pavement Details Proposed

From To Length KM Sub Grade Sub Base Base DBM BC Total Thickness

MSA Sub Grade Sub Base Base Bituminous Layer Wearing Course Total Thickness MSA Sub Base Base Bituminous Layer Wearing Course Total Thickness Sub Grade CW Base CW Bituminous Layer Total Thickness

Assistant Executive Engineer Executive Engineer

PWD Sub Division PWD Division

Bailhongal Belagavi

MSA Sub Base Base Binder Wearing Course

Computation of required Pavement layer thickness as per IRC 37 2018

Sl. No Chainage Effective CBR As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period) Existing Pavement Details Pavement Details Proposed - Centre

From To Length MSA IRC Plate No Sub Base Base Bituminous Layer Wearing Course Total Thickness MSA IRC Plate No Sub Base Base Bituminous Layer Wearing Course Total Thickness Sub Base Base Bituminous Layer Total Thickness Sub Base Base Binder Wearing Course Total Thickness

BANASHRI CONSULTANCY SERVICES, DHARWAD

STATE HIGHWAY DEVELOPMENT PROJECT PHASE-4 STAGE-2

FLEXIBLE PAVEMENT DESIGN

PAVEMENT DESIGN DETAILS

Name of Work: Improvements to MDR from Yallamma Temple to SH-34 Joining Road, From Km Ch 0.00 to 2.00 Km in Savadatti Taluka, Belagavi District.

Sl No. FACTOR AS PER DATA REMARKS

From Km Ch . 0.00 to Km Ch. 2.00 1 CBR (Avg) #REF!

1. Traffic Data

2 Effective CBR 8.00

1 No of Lane 2 Lane

2 Divided/Undivided Undivided Carriageway 3 MSA 50.00

3 Initial Traffic (P) 3909

4 Construction Period (x) 1

5 Traffic Growth Rate per annum ® 7.5% Shall not be less than 5%, As per IRC 37 2018 and 108

6 Design Life (n) 20 years Cl. 4.3.1 of IRC 37 2018

7 Vehicle Damage Factor (v) 5 AS per IRC SP-37-2018, PLATE No 07

8 Type of Terrain (Rolling/Plain/Hilly) Plain

9 Design CBR 10% Bituminios Concrete (in mm) 40

Dense Bituminous Macadam (in mm) 100

Wet Mix Macadam (in mm) 250

Granular Sub Base(in mm) 200

Traffic at the end of construction ( After Base Period)A= Total 590

Subgrade (in mm) 0

4309.67 Total Thickness (mm) 590

2. Vehicle Damage Factor Values (F)

Initial (Two-Way) Traffic Volume in Terms of Commercial Vehicles Per Day Terrain If Stage Construction is Considered for Top Layers,

Rolling/Plain Hilly Design Period for Bitumen Layers = 5 Years

150-1500 3.9 1.7 Million Standerd Axel

More than 1500 5.0 2.8

A = Traffic at the end of construction 4309.67

D = Lane Distribution Factor 0.75

3. Design of Traffic F = Vehicle Damage Factor 5

n = Design Life ( Years) 5.0

r = Rate of Growth of Traffice 7.5%

Million Standerd Axel MSA, N = 21.73

For Fatigue Analysis, consider 60% more traffic 36.29

Where, Say, N = 20.00

A = Traffic at the end of construction 4309.67

D = Lane Distribution Factor 0.75

F = Vehicle Damage Factor 5.0

n = Design Life ( Years) 20.0

r = Rate of Growth of Traffice 5% PAVEMENT DESIGN DETAILS

Sl No. FACTOR AS PER DATA REMARKS

1 CBR (Avg) #REF!

Say, N = 50.00 MSA

2 Effective CBR 33.00

AS per IRC SP-37-2018, PLATE No 7 PROPOSED PAVEMENT COMPOSITION

Bituminios Concrete (in mm) 40 Bituminios Concrete

Dense Bituminous Macadam (in mm) 70 Dense Bituminous Macadam

Wet Mix Macadam (in mm) 250 Wet Mix Macadam

Granular Sub Base (in mm) 200 Granular Sub Base Since 100mm Metal Base is available at site

Total (in mm) 560 Total 0

Subgrade (in mm) 0 Subgrade 0

Total Thickness (mm) 560 Total Thickness (mm) 0

CRUST COMPOSITION OF PAVEMENT DESIGN

Considering CBR value for design 8%

Considering MSA as

Cumulative traffic (msa) Total pavement thickness (mm) Pavement composition

Bituminous surfacing Granular sub base Base

BC(mm) DBM (mm) WMM (mm) GSB (mm)

#REF! #REF! #REF! #REF! #REF! #REF!

Econamically proposed pavement composition is as follows: as per IRC 200 mm GSB and 250 MM WMM is considered. And bituminous layers by considering 60 mm DBM & 40 mm BC. 550 40 mm Bituminous Concrete 60 mm Dense Bituminous macadum 250 mm WMM 200 mm GSB

Assistant Engineer Assistant Executive Engineer Executive Engineer

National Highway Sub Division National Highway Division

Mysuru Bengaluru

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

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For Road For CD

1) Earth work excavation 5) WMM 9). Earth work 4.396

2) Embankment 6) BM 10). PCC and RCC M20

3) Sub grade 7) SDBC 11) TMT steel fe 550

4) GSB G-V 8) Road Furnitures 12) 900 dia NP3 pipe

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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Estimate (Abstract)

Sl. no Description of Item Qty Unit Rate Amount

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

26 Providing and laying in position plain cement oncrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates #REF! Cum #REF! #REF!

27 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates #REF! Cum #REF! #REF!

28 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head #REF! Cum #REF! #REF!

29 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates #REF! Cum #REF! #REF!

30 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head #REF! Cum #REF! #REF!

31 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates #REF! Cum #REF! #REF!

32 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates- Add shuttering charges-20% over head #REF! Cum #REF! #REF!

33 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Section 1600 & 2200 #REF! T #REF! #REF!

34 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification #REF! Cum #REF! #REF!

35 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Section 1500,1600, 1700 & 2704 #REF! Cum #REF! #REF!

36 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- Granular material #REF! Cum #REF! #REF!

37 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. #REF! Cum #REF! #REF!

38 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications #REF! Rmt #REF! #REF!

39 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. #REF! Rmt #REF! #REF!

40 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A.Stone/Boulders #REF! cum #REF! #REF!

Maintainence of road for 3rd ,4th and 5th Year

1 Road Maintenance for 3rd year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. 2.636 per Km 36230.00 95502.28

2 Road Maintenance for 4th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. 2.636 per Km 64240.00 169336.64

3 Road Maintenance for 5th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. 2.636 per Km 87690.00 231150.84

Assistant Executive Engineer Executive Engineer, PWD Division Belagavi.

PWD, Sub-Division.Bailhongal

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Estimate (Measurement)

Sl. no Description of Item Nos Measurement Qty Unit

Maintainence of road for 3rd ,4th and 5th Year

1 Road Maintenance for 3rd year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance.

2 Road Maintenance for 4th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance.

3 Road Maintenance for 5th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance.

Assistant Executive Engineer Executive Engineer, PWD Division Belagavi.

PWD, Sub-Division.Bailhongal

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

S.No Material Unit

1 Bitumen 60/70 Bulk /Tonne Bitumen 80/100 Bulk 29760.00 35067.00 5307.00

2 Bitumen 80/100 Bulk /Tonne Bitumen 60/70 Bulk 30888.00 36078.00 5190.00

3 Bitumen Emulsion /Tonne

S. No Description of item Unit UNI S.R. 2021-22 Rate as per S.R. Total Total Rate (Rs.)

1 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. Ref. to MoRT&H Spec-201- (iii) By Mechanical Means using Motor Grader (a) In area light jungle Ha 7 2.6 139983.00 #REF! #REF!

2 Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 M 132 20.8.B 18.10 #REF! #REF!

3 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.- In all kinds of soils upto 300 mm depth Cum 143 1.12 65.00 #REF! #REF!

3 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref MORTH Specification No. 305.4.3 sqm 16 3.5 4.00 #REF! #REF!

4 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. Ref MORTH Specifica tion No.305 Cum 16 3.6 413.00 #REF! #REF!

5 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Clause 401 of MORTH V Revision. (B) By Mix in Place Method (V) For Grading -V Material Cum 20 4.2 2234.00 #REF! #REF!

6 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. MORTH Specification No.406. (A) Wet Mix Macadam (Plant mix method) Cum 24 4.27 2394.00 #REF! #REF!

7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.MORTH Specifications No.502 (A) (i) Prime Coat over WMM/WBM sqm 29 5.1 42.00 #REF! #REF!

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 sqm 145 21.a.3 13.00 #REF! #REF!

Providing and applying tack coat with VG-10 itumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom sqm 145 21.A.5 13.00 #REF! #REF!

9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type 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 Ref MORTH Specification No. - 504 (ii) Bituminous Macadam Grading - II for traffic <20 MSA (C) Cum 32 5.8 (C) 7525.00 #REF! #REF!

10 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. Cum 145 21.A.1 9990.00 #REF! #REF!

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

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

13 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 150 21.c.1 365.00 #REF! #REF!

14 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. Sqm 55 8.7 8068.00 #REF! #REF!

15 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) each 57 8.16.ii 2444.00 #REF! #REF!

16 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) each 57 8.16.iii 1611.00 #REF! #REF!

17 Type - A, "W" : Metal Beam Crash Barrier- Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 59 8.3 3271.00 #REF! #REF!

18 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,including setting out, shoring,strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 8 1.14.1 73.00 #REF! #REF!

19 Providing and laying in position plain cement oncrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 15 2.1.2 5206.00 #REF! #REF!

20 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 17 2.4.2 5968.00 #REF! #REF!

21 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add for shuttering works- 8% over head charges Cum 17 2.4.2 477.44 #REF! #REF!

22 Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. T 71 9.3 80297.00 #REF! #REF!

23 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. (B) 1000mm dia M 135 20.16.a 6152.00 #REF! #REF!

24 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. (B) 750mm dia M 135 20.16.c 3194.00 #REF! #REF!

25 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,including setting out, shoring,strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 8 1.14.1 73.00 #REF! #REF!

26 Providing and laying in position plain cement oncrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 15 2.1.2 5206.00 #REF! #REF!

27 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 15 2.2.2.1 5979.00 #REF! #REF!

28 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head Cum 15 2.2.2.1 1195.80 #REF! #REF!

29 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 17 2.4.3 5992.00 #REF! #REF!

30 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head Cum 17 2.4.3 1198.40 #REF! #REF!

31 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates Cum 17 2.5.2 6186.00 #REF! #REF!

32 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates- Add shuttering charges-20% over head Cum 17 2.5.2 1237.20 #REF! #REF!

33 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Section 1600 & 2200 T 104 14.1 92360.00 #REF! #REF!

34 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 103 14.9 6415.00 #REF! #REF!

35 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Section 1500,1600, 1700 & 2704 Cum 104 14.10 12012.00 #REF! #REF!

36 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- Granular material Cum 99 13.5.a 944.00 #REF! #REF!

37 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 99 13.7 1105.00 #REF! #REF!

38 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Rmt 99 13.4 239.00 #REF! #REF!

39 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Rmt 103 14.5.a 2307.00 #REF! #REF!

40 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A.Stone/Boulders cum 111 16.4.A 1635.00 #REF! #REF!

Maintainence of road for 3rd ,4th and 5th Year

1 Road Maintenance for 3rd year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. per Km - SE APPROVED RATES 36230.00 36230.00 36230.00

2 Road Maintenance for 4th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. per Km - SE APPROVED RATES 64240.00 64240.00 64240.00

3 Road Maintenance for 5th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. per Km - SE APPROVED RATES 87690.00 87690.00 87690.00

Assistant Executive Engineer Executive Engineer

PWD, Sub-Division.Bailhongal PWD, Division.Belagavi.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

C/S Details (Typical)-from km 0.00 to 3.80

SDBC Shoulder 25

Existing WBM 100

C/S Details-from km 52.10 to 57.826

SDBC Shoulder 25

Existing WBM 100 100

C/S Details-from km 53.30 to 53.80

Shoulder SDBC 25

GSB 8.50 mt 100

Sub grade (existing) Existing C/way- 3.75m Sub grade (existing)

C/S Details-from km 0.00 to 3.80

Assistant Executive Engineer

PW Sub-Division Bailhongal

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

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

M 20 Concrete 1 in 20 Slope M 20 Concrete

Levelling Course (M10) 6.40

900 dia HMP 3.00

10.00 mtr Assistant Executive Engineer

PWD Sub Division,Bailhongal

CD for approaches

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

M 20 Concrete 1 in 20 Slope M 20 Concrete

Levelling Course (M10) 3.90

750 dia HMP 2.50

7.50 mtr Assistant Executive Engineer

PWD Sub Division,Bailhongal

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Name of Division : PWD Division,Belagavi

Kutaranatti (MDR) Damaged BT Road 3.75 Damaged BT Road 3.75 m

Existing Road details

Kutaranatti (MDR) 3.75 m 3.75 3.75 m

Proposed Road details

Already Improved Length

Proposed Length

Work under Progress

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Bailhongal PWD Division Belagavi

PROPOSED CONSTRUCTION OF BOX CULVERT BRIDGE ON ON BADAMI-GODACHI-GOKAK FALLS SH-134 AT KM 34.25 IN RAMDURG TALUKA

MAIN DIST Total WT

Sl.no Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT

PROTECTION WALL

WORKING BAR CHART OF MANGSULI-LAXMESHWAR ROAD (SH-73) IN BAILHONGAL TALUKA BELAGAVI DISTRICT KM.NO.122.67 TO 204.16 ROAD ID : BAI203

ROAD CATEGORY : SH SUBDIVISION : BAILHONGAL DIVISION : BELAGAVI CIRCLE : BELAGAVI

Carriage Way Width 5.50 m Maintenance Lentgh Maintenance Lentgh

3.75 m Damaged 3.75m Earthen Road Damaged 3.75m BT Surface

Carriage Way Width 5.50m Maintenance Lentgh GSB-200mm WMM-250mm DBM-50mm BC-30mm GSB-200mm(For Box Cut Portion), WMM-250mm, DBM-50mm, BC-30mm Maintenance Lentgh

Assistant Executive Engineer Executive Engineer Executive Engineer

PWD, Sub Division Bailhongal PWD, Division Belagavi PWD, Division Belagavi