Improvement of the road from 0.00 to 3.50 km from Turumuri to Basurte via Konewadi, which falls within the rural constituency of Belgaum taluk 2) Improvement of the road from Hirebagevadi village to the border of Mutnal village, which falls within the rural constituency of Belgaum taluk.

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1) ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ತುರುಮುರಿದಿಂದ ಬಸುರ್ತೆ ವರೆಗೆ ವ್ಹಾಯಾ ಕೋಣೆವಾಡಿ ಕೂಡು ಜಿ.ಮು.ರ ಕಿ.ಮೀ 0.00 ರಿಂದ 3.50 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. 2) ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಹಿರೇಬಾಗೇವಾಡಿ ಗ್ರಾಮದಿಂದ ಮುತ್ನಾಳ ಗ್ರಾಮದ ಹದ್ದಿನವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Work Indent No.

CAzÁdÄ ªÉÆvÀÛ : 400.00 ®PÀëUÀ¼ÀÄ.

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PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ : 1) ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ತುರುಮುರಿದಿಂದ ಬಸುರ್ತೆ ವರೆಗೆ ವ್ಹಾಯಾ ಕೋಣೆವಾಡಿ ಕೂಡು ಜಿ.ಮು.ರ ಕಿ.ಮೀ 0.00 ರಿಂದ 3.50 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. 2) ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಹಿರೇಬಾಗೇವಾಡಿ ಗ್ರಾಮದಿಂದ ಮುತ್ನಾಳ ಗ್ರಾಮದ ಹದ್ದಿನವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

CAzÁdÄ ªÉÆvÀÛ : gÀÆ. 400.00 ®PÀëUÀ¼ÀÄ.

DqÀ½vÁvÀäPÀ ªÀÄAdÆgÁw ¸ÀASÉå :

vÁAwæPÀ ªÀÄAdÆgÁw ¸ÀASÉå : ¸ÀASÉå: ¢£ÁAPÀ:

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ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ತುರುಮುರಿದಿಂದ ಬಸುರ್ತೆ ವರೆಗೆ ವ್ಹಾಯಾ ಕೋಣೆವಾಡಿ ಕೂಡು ಜಿ.ಮು.ರ ಕಿ.ಮೀ 0.00 ರಿಂದ 3.50 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು

1 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 [Page No 17 - I.No. 3.5 PWD SR Road & bridge work vol-03 2023-24]

2 By Mix in Place Method 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 [Page No 23 - I.No. 4.2B( V) PWD SR Road & bridge work vol-03 2023-24]

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

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

5 Providing and applying Primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [Page No31 - I.No. 5.10 PWD SR Road & bridge work vol-03 2023-24]

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

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

8 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD SR 2023-24 Vol III, Item No.5.31, P.No.43)

9 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, 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. [Page No 67 - I.No. 8.15 PWD SR Road & bridge work vol-03 2023-24]

10 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.[Page No 74 - I.No. 8.43 PWD SR Road & bridge work vol-03 2023-24]

11 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. 90 cm equilateral triangle (PWD SR 2023-24 Vol III Item No.8.5(A-ii) P.No 64)

12 Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD SR 2023-24 Vol III Item No.8.8, P.No 65)

13 Surface Drains in Soil 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.. (Excavated material to be used in embankment at site.(PWD SR 2023-24 Vol III Item No.16.8(B), P.No.144)

14 Road Maintenance for 3rd year for road with BM+SDBC 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 & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24

15 Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th 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 & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24

16 Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th 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/ irregulanties on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance As per SE BGM approved rate for 2023-24

ಹಿರೇಬಾಗೇವಾಡಿ ಗ್ರಾಮದಿಂದ ಮುತ್ನಾಳ ಗ್ರಾಮದ ಹದ್ದಿನವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು

1 2.5(iii/A) 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.(ii) By Mechanical Means using Dozer. (A) In area of light jungle (PWD CSR-2023-24 Vol-3 INo.2.5(ii/A) , P. No. 9)

2 Surface Drains in Ordinary Rock Construction of unlined surface drain of average crosssectional area 0.4 m2 in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. Mechanical Means(PWD SR 2023-24Vol III Item No.16.9(B), P.No.145)

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 (PWD SR 2023-24 Vol I Item No.1.12, P.No.08)

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 (PWD SR 2023-24 Vol III Item No.3.6, P.No.17)

5 By Mix in Place Method 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 For Grading -V Material (PWD SR 2023-24 Vol III Item No.4.2,(V) P.No.23)

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.(PWD SR 2023-24 Vol-III Item No. 4.17 P.No-26)

7 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.. (PWD SR 2023-24 Vol III Item No.5.1(A-i), P.No.31)

8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. (PWD SR 2023-24 Vol.3, Item No.5.4, P.No.31)

9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactio

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

11 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m 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. (PWD SR 2023-24 Vol III Item No.8.15, P.No.67)

12 Retro-Reflectorised Traffic Signs 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 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 ofIRC:67:2012. 90 cm equilateral triangle (PWD SR 2023-24 Vol III Item No.8.6(A-ii) P.No 64)

13 Retro-Reflectorised Traffic Signs 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 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:67:2012. 90 cm circular (PWD SR 2023-24 Vol III Item No.8.6(A-Vi), P.No 65)

14 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 80

15 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed overaluminium 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 (PWD SR 2023-24 Vol III Item No.8.7, P.No 65)

16 Road Maintenance for 3rd year for road with BM+SDBC 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 & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24

17 Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th 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 & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24

18 Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th 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/ irregulanties on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance As per SE BGM approved rate for 2023-24

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Road Traffic Census Data - Form IV Report

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUs

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

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

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

Road No. (in km) Post Post Vehicles Vehicle

ID No. Location (21 + 26) Unit

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

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

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

(in Nos.) Vehicles Vehicles

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

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

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

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

Rigid Rigid Axle

(6 Tyres) (10 Tyres) Rigid

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

1 . Bailhongal Taluk

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

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

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

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

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

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

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

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

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

2 . Belgaum Taluk

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

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

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

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

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

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

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

3 . Khanapur Taluk

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

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

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

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

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

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

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

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

4 . Ramdurg Taluk

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

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

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

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

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

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

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

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

5 . Saundatti Taluk

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

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

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

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

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

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

( Design of Road Crest)

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

Turumuri konewadi Road

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

P = Number of commercial vehicles as per last count in both directions = 91

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 95.55

D= Lane distribution factor (As explained in para 4.5.1) 1.00

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 2.94 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

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

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

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

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

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

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

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

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

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

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

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

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

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

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

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

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

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

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

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

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

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

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

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

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

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

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

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

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

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

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

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

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

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

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

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

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

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

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

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

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

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

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

Kanbargi Entrance road

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

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

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

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

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

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

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

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

SC motors B/S Mohite property

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

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

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

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

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

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

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

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = #REF! say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

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

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

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

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

1 Turumuri konewadi Road 5 5 150.00 250.00 65 30.00 495.00 50.00 0.00 0.00 0.00 50.00 100.00 250.00 50.00 25.00 425.00 100mm GSB, 250mm WMM, 50mm BM and 25mm thick SDBC is proposed. Stage construction is proposed.

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

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

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

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

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

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

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

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

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ :- 1) ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ತುರುಮುರಿದಿಂದ ಬಸುರ್ತೆ ವರೆಗೆ ವ್ಹಾಯಾ ಕೋಣೆವಾಡಿ ಕೂಡು ಜಿ.ಮು.ರ ಕಿ.ಮೀ 0.00 ರಿಂದ 3.50 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. 2) ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಹಿರೇಬಾಗೇವಾಡಿ ಗ್ರಾಮದಿಂದ ಮುತ್ನಾಳ ಗ್ರಾಮದ ಹದ್ದಿನವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. 1) Improvement of the road from 0.00 to 3.50 km from Turumuri to Basurte via Konewadi, which falls within the rural constituency of Belgaum taluk, 2) Improvement of the road from Hirebagevadi village to the border of Mutnal village, which falls within the rural constituency of Belgaum taluk.

RECAPITULATION SHEET.

Sl.No Description Amount

2 3rd, 4th & 5th year Maint for Both Roads 557,985.05 1165870.94 679,552.87

3 Mutnal Road Civil Works 11,517,845.22 19760524.37 11,517,845.22

Sub Total (B) 11,517,845.22

Grand total Rs. 40,000,000.00

Assistant Executive Engineer, Executive Engineer,

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

¨É¼ÀUÁ« vÁ®ÆQ£À UÁæ«ÄÃt ªÀÄvÀPÉëÃvÀæ ªÁå¦ÛAiÀÄ°è §gÀĪÀ vÀÄgÀĪÀÄÄj¢AzÀ §¸ÀÄvÉð ªÀgÉUÉ ªÁíAiÀiÁ PÉÆÃuɪÁr PÀÆqÀÄ f.ªÀÄÄ.gÀ Q.«Äà 0.00 jAzÀ 3.50 gÀªÀgÉUÉ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ.

SUB ESTIMATE -ABSTRACT - IMPROVEMENTS TO ROAD

Sl. No. Unit Qty Rate Amount

1 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 [Page No 17 - I.No. 3.5 PWD SR Road & bridge work vol-03 2023-24] Sqm 8147.00 6.00 48882.00

2 By Mix in Place Method 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 [Page No 23 - I.No. 4.2B( V) PWD SR Road & bridge work vol-03 2023-24] Cum 1762.88 2359.00 4158633.92

3 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD SR 2023-24 Vol III Item No-4.17 (A) (P.No.26) Cum 2545.95 2559.00 6515086.05

4 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [Page No 17 - I.No. 3.60 PWD SR Road & bridge work vol-03 2023-24] Cum 1761.50 493.00 868419.50

5 Providing and applying Primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [Page No31 - I.No. 5.10 PWD SR Road & bridge work vol-03 2023-24] Sqm 10183.80 46.00 468454.80

6 Tack coat on Granular surface treated with primer Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface cleaned with mechanical broom[Page No 31 - I.No. 5.4 PWD SR Road & bridge work vol-03 2023-24] Sqm 10183.80 16.00 162940.80

7 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [Page No 33 - I.No. 5.8( C) PWD SR Road & bridge work vol-03 2023-24] Cum 509.19 8208.00 4179431.52

8 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD SR 2023-24 Vol III, Item No.5.31, P.No.43) Cum 254.60 10996.00 2799526.62

9 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, 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. [Page No 67 - I.No. 8.15 PWD SR Road & bridge work vol-03 2023-24] Sqm 542.00 530.00 287260.00

10 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.[Page No 74 - I.No. 8.43 PWD SR Road & bridge work vol-03 2023-24] No 300.00 365.00 109500.00

11 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. 90 cm equilateral triangle (PWD SR 2023-24 Vol III Item No.8.5(A-ii) P.No 64) Each 3.00 4671.00 14013.00

12 Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD SR 2023-24 Vol III Item No.8.8, P.No 65) Sqm 3.24 9684.00 31376.16

13 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 80 No 1.00 9000.00 9000.00

14 Surface Drains in Soil 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.. (Excavated material to be used in embankment at site.(PWD SR 2023-24 Vol III Item No.16.8(B), P.No.144) M 4320.00 25.00 108000.00

Total Amount 19,760,524.37

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Divn Belagavi PWD. Division Belagavi

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ :- ¨É¼ÀUÁ« vÁ®ÆQ£À UÁæ«ÄÃt ªÀÄvÀPÉëÃvÀæ ªÁå¦ÛAiÀÄ°è §gÀĪÀ vÀÄgÀĪÀÄÄj¢AzÀ §¸ÀÄvÉð ªÀgÉUÉ ªÁíAiÀiÁ PÉÆÃuɪÁr PÀÆqÀÄ f.ªÀÄÄ.gÀ Q.«Äà 0.00 jAzÀ 3.50 gÀªÀgÉUÉ ¸ÀÄzsÁgÀuÉ ªÀiÁqÀĪÀÅzÀÄ. Improvements of Hindalga Mannur Gojage Kowad Attigawad MDR road from Km 11.00 to 14.00 in Selected reaches (MDR) in rural constituency of Belagavi Taluk under HOA 5054-MDR Improvements(Appendix-E) for the year 2022-23

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

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

1 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 [Page No 17 - I.No. 3.5 PWD SR Road & bridge work vol-03 2023-24] kpwd/3054/MDR/Kowad/2022-23

Consider 80% Total 8147.00 m2 6.00 48882.00

2 By Mix in Place Method 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 [Page No 23 - I.No. 4.2B( V) PWD SR Road & bridge work vol-03 2023-24]

For Junction 1 10.00 7.88 0.10 7.88

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

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

For Junction 2 10.00 1.00 0.325 6.50

5 Providing and applying Primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [Page No31 - I.No. 5.10 PWD SR Road & bridge work vol-03 2023-24]

For Junction 1 10.00 5.88 58.80

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

For Junction 1 10.00 5.88 58.80

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

For Junction 1 10.00 5.88 0.050 2.94

8 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD SR 2023-24 Vol III, Item No.5.31, P.No.43)

For Junction 1 10.00 5.88 0.025 1.47

9 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, 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. [Page No 67 - I.No. 8.15 PWD SR Road & bridge work vol-03 2023-24]

From KM 0.00 to 2.700

Road Edge Lines 2 2700.00 0.10 540.00

For Junction Bellmouth 2 10.00 0.10 2.00

10 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.[Page No 74 - I.No. 8.43 PWD SR Road & bridge work vol-03 2023-24]

Road Edge Lines 300.00 300.00

11 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. 90 cm equilateral triangle (PWD SR 2023-24 Vol III Item No.8.5(A-ii) P.No 64)

12 Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD SR 2023-24 Vol III Item No.8.8, P.No 65)

13 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 80

Providing and fixing board displaying information 1 1.00

14 Surface Drains in Soil 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.. (Excavated material to be used in embankment at site.(PWD SR 2023-24 Vol III Item No.16.8(B), P.No.144)

Consider 80% Total 4320.00 m 25.00 108000.00

Assistant Executive Engineer,

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

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

1 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 [Page No 17 - I.No. 3.5 PWD SR Road & bridge work vol-03 2023-24] 3 17 3.5 Sqm 6.00 6.00 6.00

2 By Mix in Place Method 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 [Page No 23 - I.No. 4.2B( V) PWD SR Road & bridge work vol-03 2023-24] 3 23 4.2B(v) Cum 2359.00 2359.00 2359.00

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

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

5 Providing and applying Primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [Page No31 - I.No. 5.10 PWD SR Road & bridge work vol-03 2023-24] 3 31 5.1 Sqm 46.00 46.00 46.00

6 Tack coat on Granular surface treated with primer Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface cleaned with mechanical broom[Page No 31 - I.No. 5.4 PWD SR Road & bridge work vol-03 2023-24] 3 31 5.4 Sqm 16.00 16.00 16.00

7 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [Page No 33 - I.No. 5.8( C) PWD SR Road & bridge work vol-03 2023-24] 3 33 5.8 (C) Cum 8208.00 8208.00 8208.00

8 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD SR 2023-24 Vol III, Item No.5.31, P.No.43) 3 43 5.31 Cum 10996.00 10996.00 10996.00

9 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, 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. [Page No 67 - I.No. 8.15 PWD SR Road & bridge work vol-03 2023-24] 3 67 8.15 Sqm 530.00 530.00 530.00

10 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.[Page No 74 - I.No. 8.43 PWD SR Road & bridge work vol-03 2023-24] 3 74 8.43 No 365.00 365.00 365.00

11 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. 90 cm equilateral triangle (PWD SR 2023-24 Vol III Item No.8.5(A-ii) P.No 64) 3 64 8.5(A-ii) Each 4671.00 4671.00 4671.00

12 Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD SR 2023-24 Vol III Item No.8.8, P.No 65) 3 65 8.8 Sqm 9684.00 9684.00 9684.00

13 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 80 3 78 8.54 No 9000.00 9000.00 9000.00

14 Surface Drains in Soil 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.. (Excavated material to be used in embankment at site.(PWD SR 2023-24 Vol III Item No.16.8(B), P.No.144) 3 144 16.8(b) M 25.00 25.00 25.00

Assistant Executive Engineer,

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

AVERAGE DAILY TRAFFIC SUMMARY

Belagavi Circle Belagavi Division Belagavi Sub Division One day snap Traffic Census :

Name of the Road Length of the Road Considered (in K.M.) Point at which the Survey was conducted (K.M.) Fast Moving Vehicles

Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Fast Moving Vehicles

From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer (10 to 17) Commercial Vehicles

Old Tech. New Tech. 2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres)

Turumuri Konewadi Road

Assistant Executive Engineer

Public Works Depaartment

No.1 Sub Division Belagavi

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Proposed SDBC 25MM

proposed BM 50mm

Proposed WMM 250mm

Proposed GSB 100mm

3.75 Side Shoulder

EXISTING CARRIAGEWAY GSB

PROPOSED CROSS SECTION OF ROAD

Assistant Executive Engineer

PWD Sub Division Belagavi

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

Name of the Road :) Improvements to Turumuri to Konewadi via Basurte Road_From Km 0.00 to 3.50_in Belagavi Taluka for 2025-26____________

Road Category:VILLAGE ROAD Sub Division : ___BELAGAVI__________ Division : BELAGAVI__________________ Circle :BELAGAVI

Turmuri Konewadi

Proposed Year Details

Proposed Work Under CMIDP 2025-26 (GSB+WMM+BM+SDBC)

Structure Chainage

Length L=2.700 L=0.800

Legends Desciption

Completed Works & Under DLP

Works Under Annual Plan 2024-25

Proposed Works under 2024-25

Work Under progress

Works Eligible for Renewal

Village/ City Name

RailWay Crossing

Annual Maintenance 2024-25 less than 5years

Assistant Executive Engineer Executive Engineer

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

Road Traffic Census Data - Form IV Report

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUs

DATED FROM 23/05/2024 to 24/05/2024

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

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

Road No. (in km) Post Post Vehicles Vehicle

ID No. Location (21 + 26) Unit

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

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

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

(in Nos.) Vehicles Vehicles

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

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

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

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

Rigid Rigid Axle

(6 Tyres) (10 Tyres) Rigid

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

1 . Bailhongal Taluk

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

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

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

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

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

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

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

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

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

2 . Belgaum Taluk

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

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

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

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

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

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

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

3 . Khanapur Taluk

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

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

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

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

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

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

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

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

4 . Ramdurg Taluk

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

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

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

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

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

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

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

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

5 . Saundatti Taluk

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

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

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

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

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

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( Design of Road Crest)

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

Hire-Bagewadi to Mutnal Road

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

P = Number of commercial vehicles as per last count in both directions = 113.5

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 119.18

D= Lane distribution factor (As explained in para 4.5.1) 1.00

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 3.66 say 3.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

P = Number of commercial vehicles as per last count in both directions = 165

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 177.53

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 2.73 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

P = Number of commercial vehicles as per last count in both directions = 104

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 111.90

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 2.58 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

P = Number of commercial vehicles as per last count in both directions = 140

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 150.63

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 3.47 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

P = Number of commercial vehicles as per last count in both directions = 151

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 162.47

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 3.74 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

P = Number of commercial vehicles as per last count in both directions = 131

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 140.95

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 2.16 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

P = Number of commercial vehicles as per last count in both directions = 161

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 173.22

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 2.66 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

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

P = Number of commercial vehicles as per last count in both directions = 290

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 312.02

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 4.79 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

Kanbargi Entrance road

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

P = Number of commercial vehicles as per last count in both directions = 151

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 162.47

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 2.50 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

( Design of Road Crest)

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

SC motors B/S Mohite property

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

P = Number of commercial vehicles as per last count in both directions = 140

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

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

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

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

Where- A= Initial traffic in the year of completion of construction in terms of the number of commercial vehicles per day. 150.63

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

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

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

r = Annual growth rate of commercial vehicle 0.050

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

Therefore N = 3.47 say 5.00 msa

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

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AS PER ESTIMATE RECOMMENDED CRUST THICKNESS (FOR WIDENING) ARRIVED FROM DESIGN AS PER IRC37-2018

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

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

1 Km 0.00 to 1.63 5 3 150.00 250.00 50 30.00 480.00 50.00 50.00 0.00 0.00 100.00 100.00 150.00 50.00 25.00 325.00 150mm GSB, 250mm WMM, 50mm BM and 25mm thick SDBC is proposed. Stage construction is proposed.

Assistant Executive Engineer Executive Engineer

PWD No.1 Sub Division Belagavi PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು:- ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಹಿರೇಬಾಗೇವಾಡಿ ಗ್ರಾಮದ ಫಡಿ ಬಸವೇಶ್ವರ ದೇವಸ್ಥಾನದಿಂದ ಮುತ್ನಾಳ ಗ್ರಾಮದ ಹದ್ದಿನವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

ESTIMATE (ABSTRACT)

Sl. No. Description of Item Unit Qty. Rate Amount

1 2.5(iii/A) 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.(ii) By Mechanical Means using Dozer. (A) In area of light jungle (PWD CSR-2023-24 Vol-3 INo.2.5(ii/A) , P. No. 9) 100m2 41.02 393.00 16120.86 610.827

2 Surface Drains in Ordinary Rock Construction of unlined surface drain of average crosssectional area 0.4 m2 in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. Mechanical Means(PWD SR 2023-24Vol III Item No.16.9(B), P.No.145) m 2051.00 53.00 108703.00 14.868

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 (PWD SR 2023-24 Vol I Item No.1.12, P.No.08) m3 1758.00 95.00 167010.00 9491.979

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 (PWD SR 2023-24 Vol III Item No.3.6, P.No.17) m3 3783.27 493.00 1865149.65 12578.328

5 By Mix in Place Method 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 For Grading -V Material (PWD SR 2023-24 Vol III Item No.4.2,(V) P.No.23) m3 1193.97 2359.00 2816587.03 30.975

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.(PWD SR 2023-24 Vol-III Item No. 4.17 P.No-26) m3 840.94 2559.00 2151959.06 12020.778

7 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.. (PWD SR 2023-24 Vol III Item No.5.1(A-i), P.No.31) m2 5606.25 46.00 257887.50 452.235

8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. (PWD SR 2023-24 Vol.3, Item No.5.4, P.No.31) m2 5606.25 16.00 89700.00

9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 (PWD SR 2023-24 Vol III Item No.5.8 (C), P.No.33) m3 280.31 8208.00 2300805.00 656.67

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. (PWD SR 2023-24 Vol III Item No.5.31 , P.No.43) m3 140.16 10996.00 1541158.13 656.67

11 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m 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. (PWD SR 2023-24 Vol III Item No.8.15, P.No.67) m 293.00 530.00 155290.00

12 Retro-Reflectorised Traffic Signs 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 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 ofIRC:67:2012. 90 cm equilateral triangle (PWD SR 2023-24 Vol III Item No.8.6(A-ii) P.No 64) Each 2.00 4735.00 9470.00

13 Retro-Reflectorised Traffic Signs 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 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:67:2012. 90 cm circular (PWD SR 2023-24 Vol III Item No.8.6(A-Vi), P.No 65) Each 2.00 6407.00 12814.00

14 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 80 No 1.00 9000.00 9000.00

15 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed overaluminium 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 (PWD SR 2023-24 Vol III Item No.8.7, P.No 65) Sqm 1.80 8995.00 16191.00

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 knids of soils Depth upto 3m. [Page No 08 - I.No.1.14.1 PWD comman SR vol-01 2023-24] m3 187.00 107.10 20027.70

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates [Page No 15 - I.No. 2.1.1 PWD SR Common vol-01 2023-24] m3 20.00 5604.90 112098.00

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately)[Page No 16 - I.No. 2.4.2 PWD comman SR vol-01 2023-24] m3 68.40 6639.15 454117.86

4 Formwork for the Item Code 2.4.2 (Sl no22/2/ Page no. A7 vol - 2 M20 as per the item No.12 rate 6323*35%=2213.05 m3 68.40 2323.70 158941.25

5 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (PWD SR 2023-24 Pg.No.18 It.No.2.11 h. Vol-I) Tonne 3.45 82961.55 286324.89

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Belagavi. PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು:- ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಹಿರೇಬಾಗೇವಾಡಿ ಗ್ರಾಮದ ಫಡಿ ಬಸವೇಶ್ವರ ದೇವಸ್ಥಾನದಿಂದ ಮುತ್ನಾಳ ಗ್ರಾಮದ ಹದ್ದಿನವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು. 0.91

Sl.No. Description of items. No. L B D Qty Unit Rate Amount

Chainage Length Existing Width Proposed Width Provision Subgrade-150mm, GSB-150mm, WMM-250mm, BM-50mm, SDBC-25mm

BM-50mm, SDBC-25mm

Km 0.00 to 1.465 1.465 3.75 3.75 Reconstrution (Subgrade-200mm, GSB-150mm, WBM G-I-75mm, WBM G-II-75mm & SDBC-25mm) 0.25 0.71 Subgrade-150mm, GSB-150mm, WMM-250mm, BM-50mm, SDBC-25mm

TOTAL= 1.465 Km -0.00

1 2.5(iii/A) 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.(ii) By Mechanical Means using Dozer. (A) In area of light jungle (PWD CSR-2023-24 Vol-3 INo.2.5(ii/A) , P. No. 9) 1.75 1750

For New Formation

Consider 70% Total 41.02 100m2 393.00 16120.86

2 Surface Drains in Ordinary Rock Construction of unlined surface drain of average crosssectional area 0.4 m2 in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. Mechanical Means(PWD SR 2023-24Vol III Item No.16.9(B), P.No.145)

Consider 70% Total 2051.00 m 53.00 108703.00

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 (PWD SR 2023-24 Vol I Item No.1.12, P.No.08) -2.8 3500 0.7 7.5 0.625

For Berm Cutting Total 1758.00 m3 95.00 167010.00 0.26

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 (PWD SR 2023-24 Vol III Item No.3.6, P.No.17) 0.03

For approaches to Agricultural fields & road junctions 5 10.00 6.00 0.30 90.00

5 By Mix in Place Method 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 For Grading -V Material (PWD SR 2023-24 Vol III Item No.4.2,(V) P.No.23) -2.5

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.(PWD SR 2023-24 Vol-III Item No. 4.17 P.No-26)

For Bel Mouth at 0.00 Km ( Junction) 2 30.00 1.875 0.150 16.88

7 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.. (PWD SR 2023-24 Vol III Item No.5.1(A-i), P.No.31)

For Bel Mouth at 0.00 Km ( Junction) 2 30.00 1.875 112.50

8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. (PWD SR 2023-24 Vol.3, Item No.5.4, P.No.31)

For Bel Mouth at 0.00 Km ( Junction) 2 30.00 1.875 112.50

9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 (PWD SR 2023-24 Vol III Item No.5.8 (C), P.No.33)

For Bel Mouth at 0.00 Km ( Junction) 2 30.00 1.875 0.050 5.63

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. (PWD SR 2023-24 Vol III Item No.5.31 , P.No.43) 9

For Bel Mouth at 0.00 Km ( Junction) 2 30.00 1.875 0.025 2.81

11 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m 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. (PWD SR 2023-24 Vol III Item No.8.15, P.No.67) 9

Road Edge Lines 2 1465.00 0.10 293.00

12 Retro-Reflectorised Traffic Signs 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 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 ofIRC:67:2012. 90 cm equilateral triangle (PWD SR 2023-24 Vol III Item No.8.6(A-ii) P.No 64) 9

Total 2.00 Each 530.00 1060.00

13 Retro-Reflectorised Traffic Signs 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 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:67:2012. 90 cm circular (PWD SR 2023-24 Vol III Item No.8.6(A-Vi), P.No 65) 9

14 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 80

15 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed overaluminium 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 (PWD SR 2023-24 Vol III Item No.8.7, P.No 65) 9

Assistant Executive Engineer,

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

ಕೆಲಸದ ಹೆಸರು:- ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ಹಿರೇಬಾಗೇವಾಡಿ ಗ್ರಾಮದ ಫಡಿ ಬಸವೇಶ್ವರ ದೇವಸ್ಥಾನದಿಂದ ಮುತ್ನಾಳ ಗ್ರಾಮದ ಹದ್ದಿನವರೆಗೆ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

S.No Description of item S.R.2023-24 Unit Basic Rate Formwork Charges Area Specific loading @ 0% Final Rate (Rs.)

(Vol, Item No., P No.) ADD GST 18%

1 2.5(iii/A) 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.(ii) By Mechanical Means using Dozer. (A) In area of light jungle (PWD CSR-2023-24 Vol-3 INo.2.5(ii/A) , P. No. 9) (Vol.3, Item No.2.5(iii/A), P.No.09) 100m2 393.00 393.00

2 Surface Drains in Ordinary Rock Construction of unlined surface drain of average crosssectional area 0.4 m2 in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. Mechanical Means(PWD SR 2023-24Vol III Item No.16.9(B), P.No.145) (Vol.3, Item No.16.9(B), P.No.145) 132 20.9(B) m 53.00 53.00

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 (PWD SR 2023-24 Vol I Item No.1.12, P.No.08) (Vol.1, Item No.1.12, P.No.08) m3 95.00 0.00 95.00 1 8 1.14.1 m3 73

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 (PWD SR 2023-24 Vol III Item No.3.6, P.No.17) (Vol.3, Item No.3.6, P.No.17) 15 3.6 m3 493.00 0.00 493.00 2

5 By Mix in Place Method 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 For Grading -V Material (PWD SR 2023-24 Vol III Item No.4.2,(V) P.No.23) (Vol.3, Item No.4.2,(V) P.No.23) 19 4.2(V) m3 2359.00 0.00 2359.00 3 Unit Cement Steel

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.(PWD SR 2023-24 Vol-III Item No. 4.17 P.No-26) (Vol.3 Item No-4.17 (P.No.26) 24 4.27(A) m3 2559.00 0.00 2559.00 4 Difference Rs Bag -45 #REF!

7 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.. (PWD SR 2023-24 Vol III Item No.5.1(A-i), P.No.31) (Vol.3 Item No-5.1(P.No.31) m3 46.00 46.00

8 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. (PWD SR 2023-24 Vol.3, Item No.5.4, P.No.31) (Vol.3, Item No.5.4), P.No.31) 29 5.1(A-i) m2 16.00 0.00 16.00 5

9 Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. (PWD SR 2023-24 Vol III Item No.5.33, P.No.43) (Vol.3, Item No.5.33, P.No.43) 145 21-A(4) m3 15.00 0.00 15.00 6

6 Tack coat on Bituminous surface 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 (PWD SR 2023-24 Vol III Item No.5.32, P.No.43) (Vol.3, Item No.5.32, P.No.43) 145 21-A(3) m4 12.00 0.00 12.00 6

7 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 (PWD SR 2023-24 Vol III Item No.5.6 (C), P.No.32) (Vol.3 Item No.5.6 (C), P.No.32) 31 5.8 (C) m5 7462.00 0.00 7462.00 7

9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactio (Vol.3 Item No.5.6 (C), P.No.32) m2 8208.00 8208.00

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. (PWD SR 2023-24 Vol III Item No.5.31 , P.No.43) (Vol.3 Item No.5.6 (C), P.No.32) 31 5.8 (C) m3 10996.00 0.00 10996.00

11 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m 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. (PWD SR 2023-24 Vol III Item No.8.15, P.No.67) (Vol.3, Item No.8.15, P.No.67) 145 21-A m3 530.00 0.00 530.00 8

12 Retro-Reflectorised Traffic Signs 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 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 ofIRC:67:2012. 90 cm equilateral triangle (PWD SR 2023-24 Vol III Item No.8.6(A-ii) P.No 64) (Vol.3, Item No.8.6(A-ii) P.No 64) 57 8.15 m 4735.00 0.00 4735.00 10

13 Retro-Reflectorised Traffic Signs 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 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:67:2012. 90 cm circular (PWD SR 2023-24 Vol III Item No.8.6(A-Vi), P.No 65) (Vol.3, Item No.8.6(A-Vi), P.No 65) 53 8.5(A-ii) Each 6407.00 0.00 6407.00 12

14 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 80 (Vol.3, Item No.8.54), P.No 78) 54 8.5(A-vi) Each 9000.00 0.00 9000.00 13

15 Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed overaluminium 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 (PWD SR 2023-24 Vol III Item No.8.7, P.No 65) (Vol.3, Item No.8.7, P.No 65) 55 8.7 Sqm 8995.00 0.00 8995.00 14

Assistant Executive Engineer P.W.D Sub-Division No-1,Belagavi