Annual maintenance to Nagargali Katakol SH138 from km 0.00 to 7.90,km 10.35 to 10.52, km15.95 to 22.03,km25.23 to 30.00 , km 32.03 to 37.00, km 41.03 to 41.82, km 43.19 to 45.34 km in Khanapur Taluka, Dist Belagavi Under H/A 3054 SH Maintenance for the year 2026-27 (Reserved for SC Category only)

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3054-03-337-0-05-200 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ರಸ್ತೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ

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

Division. Public Works Dept. Belagavi Division. Belagavi

Sub - Division. Public Works Dept.Sub- Dn.Khanapur

Fund Head. 2026-27 ನೇ ಸಾಲಿನ 3054-03-337-0-05-200 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ರಸ್ತೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ

Department Head.

Estimated Cost Rs :- 46.11 Lakhs

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by Shri Vijaykumar Sattigeri AE

Shri Venkatesh Timmanna Dhavaleshwar JE

Estimate Checked by Shri Sanjay B Ghaste AEE

(Call of Authority)

General Description

Separate sheet enclosed

Assistant Executive Engineer, PWD.Sub-Dn.,Khanapur

P.W.D.CODE PARA - 133

This is to certify that Shri Sanjay B Ghaste, Assistant Executive Engineer,have personally visited spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.

Assistant Executive Engineer, PWD Sub-Dn.,Khanapur

C E R T I F I C A T E.

(As required vide G.O.No.PWD SL.CMS.96 Dtd:27/6/1991)

Certified that, sufficient case has been taken while preparaing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are included while preparing the estimate,and specification of items included are completed and correct.

Assistant Executive Engineer, PWD Sub-Dn.,Khanapur

C E R T I F I C A T E.

Certified that, the work proposed in this estimate has not been taken up under any other head/programme by any agency. The said work has not been included / proposed / over lapped in any other proposed or approved programme.

Assistant Executive Engineer, PWD Sub-Dn.,Khanapur

-: ¸ÁªÀiÁ£Àå «ªÀgÀuÉ :-

2026-27 ನೇ ಸಾಲಿನ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಖಾನಾಪೂರ ತಾಲೂಕಿನ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ ರಾಜ್ಯ ಹೆದ್ದಾರಿ - 138 ಕಿ.ಮೀ 0.00 ರಿಂದ 7.90, 10.35 ರಿಂದ 10.52, ಕಿ.ಮೀ 15.95 ರಿಂದ 22.03, ಕಿ.ಮೀ 25.23 ರಿಂದ 30.00,ಕಿ.ಮೀ 32.03 ರಿಂದ 37.00,ಕಿ.ಮೀ 41.03 ರಿಂದ 41.82,ಕಿ.ಮೀ 43.19 ರಿಂದ 45.34 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು. ಸದರಿ ರಸ್ತೆಯಲ್ಲಿ ಕಿ.ಮೀ 3.64 ರಿಂದ 7.90, 25.23 ರಿಂದ 27.00 ಹಾಗೂ 32.07 ರಿಂದ 35.70ವರೆಗೆ ಡಾಂಬರಿನಿಂದ ತಗ್ಗು ಗುಂಡಿಗಳನ್ನು ತುಂಬಲು ಬಾರದಿರುವುದರಿಂದ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಗ್ರೇಡ್-‌೧ ಖಡೀಕರಣ ಅಳವಡಿಸುವುದನ್ನು ಪರಿಗಣಿಸಲಾಗಿರುತ್ತದೆ (ಸದರಿ ರಸ್ತೆಯನ್ನು ಸುಧಾರಣೆಗಾಗಿ ಅನುದಾನ ಒದಗಿಸಿದಲ್ಲಿ ರಸ್ತೆ ಅಭಿವೃದ್ಧಿ ಪಡಿಸಲಾಗುವುದು), ಡಾಂಬರಿನಿಂದ ತಗ್ಗು ಗುಂಡಿಗಳನ್ನು ತುಂಬಲು ಸಾದ್ಯವಾಗದೇ ಇರುವುದರಿಂದ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಡಾಂಬರ ಪಾಟಹೊಲ್ ಐಟಂನ್ನು ಹೊರತುಪಡಿಸಿ ಇತರೆ ನಿರ್ವಹಣೆ ಕಾಮಗಾರಿಗಳನ್ನು ಪರಿಗಣಿಸಲಾಗಿದೆ. ರಸ್ತೆಯು ಒಟ್ಟು 28.86 ಕಿ.ಮಿ.ಗಳಷ್ಟು ಉದ್ದ ಇರುತ್ತದೆ. ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಪರಿಗಣಿಸಲಾಗಿದೆ.

1)Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,

2)Maintenance of Drains

3)Maintenance of Earth Shoulder

4)Making up loss of material/ irregularities on shoulder

5)Patching of Shallow Potholes using SDBC Gr II 25 mm thick

6)Patching of Deep Potholes 75mm thick

7)White washing of parapet walls of CD work and tree truncks

8)Maintenance of 200 metre km stone

9)Maintenance of Culverts Maintenance of Hume pipe

11)Water Bound Macadam Providing Grade 1

12)Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye

13)Road Marking with Hot Applied Thermoplastic Compound

14)Retro-Reflectorised Traffic Signs

15)Supply and installation of retro- reflective Chevron signboards of 600x450mm

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RECAPITULATION SHEET

3 Rounding off Rs 5405.73

Grand Total Rs :- 4611000.00

Tender Premium per km #REF!

Grand Total Rs. = 46.11 amount Length

Malaprbha 1.58 1.44 #REF!

Neelawadi 4.72 5.661 #REF!

Bailur 9.96 11.4 #REF!

Golyali 6.66 6.05 #REF!

Parwad 6.15 5.91 #REF!

Assistant Executive Engineer 29.07 30.461

PWD Sub Division Khanapur

Maintenance of Road

Sl No Item of Description Unit Qnty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle. 100 m2 483.12 393.00 189866.16

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. m 10736 6.00 64416.00

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, m2 1610.4 39.00 62805.60

5 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. m2 1288.32 97.00 124967.04

6 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. m2 642.75 388.00 249387.00 1 Malaprabha Approach Road from Km 0.00 to 1.44

7 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. m2 964.13 635.00 612219.38 2 Neelawadi Aproach Road rom Km 0.34 to 6.00

8 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, m2 3127.66 27.00 84446.82 3 Jamboti -Rabakavi SH-54 to Bailure through Devachatti Road from 5.00 to 16.40

9 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909, No 2.00 2047.00 4094.00 4 Bakanoor -Golyali Km 1.00 to 7.05

10 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint Km 41.00 206.00 8446.00 5 Parawad to Kanakumbi through Chigule Road 0.00 to 2.90, 4.32 to 5.35 , 7.31 to 9.18

11 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 100.00 365.00 36500.00

12 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.. Sqm 120.60 530.00 63918.00

13 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle each 5.00 3591.00 17955.00 2277000

14 Existing Granular Surface to a Depth of 50 mm by Mechanical Means sqm 14250.00 5.00 71250.00

15 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse By Manual Means Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel cum 1068.75 2164.00 2312775.00 2277000

Section Officer

MEASUREMENT SHEET

Total Length = 40.8 Km NFL 8.4 8.7 0.3

Work in Progress = 11.91 Km 0.9

Non Feasible = 9.68 Km

Maint Length = 26.84 Km

SI. No. Item of Work No L B D Unit Qty Rate Amount

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle. 0.35

Premonsoon Considering 40% m2 25766.40

Postmonsoon Considering 35% m2 22545.60

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor,

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

5 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.

6 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.

6 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.Mechanical Means (P No-132 / 20.8-(B),Vol 3)

Maintenance length 0 #REF! 5% #REF!

m #REF! #REF! #REF!

7 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916,

CDs of 8.00 length head walls Head walls outer and inner faces 6x2x2 8.00 0.90 172.80

Head walls end faces 6x2x2 0.45 0.90 9.72

Head walls Top faces 6x2x2 8.00 0.45 86.40

CDs of 6.00 length head walls Head walls outer and inner faces 15x2x2 6.00 0.90 324.00

Head walls end faces 15x2x2 0.45 0.90 24.30

Head walls Top faces 15x2x2 6.00 0.45 162.00

CDs of 4.50 length head walls Head walls outer and inner faces 19x2x2 4.50 0.60 205.20

Head walls end faces 19x2x2 0.45 0.60 20.52

Head walls Top faces 19x2x2 4.50 0.45 153.90

CDs of 3.0m length head walls Head walls outer and inner faces 5x2x2 3.00 0.60 36.00

Head walls end faces 5x2x2 0.45 0.60 5.40

Head walls Top faces 5x2x2 3.00 0.45 27.00

Painting on Tree's Avg. dia of Girth varying Upto 900mm 300 2.83 0.90 764.10

Painting eletric poles 60 2.83 0.90 152.82

Guard stones 10 4 0.20 0.70 5.60

Existing Bridges RCC Railing 1 2 30.00 2.40 144.00

Existing Bridges RCC Railing 4 2 20.00 2.40 384.00

Existing Bridges RCC Railing 3 2 15.00 2.40 216.00

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

Repairs & vent clearance to CDs 2 2

10 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint

Painting to KM/HM stones/boards 40.77 41

11 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

at Selected Reach 100 No 100.00 83.33333333

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

at Selected Reach 2 26800.00 0.15 2% 120.60

13 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle

at Selected Reach each 5.00 3591.00 17955.00 816720.00 Malaprabha 1.74

14 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator

15 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. 4.14 B(i)(a) / Page- 26 of PWD SR (Vol. 3) 2023-24]Grading-I (63 mm to 45 mm Using Screening Crushable type such as Moorum or Gravel

(at Selected Reach) 1 3800.00 3.75 0.075 1068.75

S No Description of work SR Vol Page No Item No Basic Rate Finished Rate Unit

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. a In area of light jungle. Vol-III 9 2.5 a 393.00 393.00 100 m2 Item2.5 aVol-IIIP.No9

2 Maintenance of Drains The maintenance of drains include erosion, repair,clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Vol-III 147 16.19 6.00 6.00 m Item16.19Vol-IIIP.No147

3 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, Vol-III 91 10.3 39.00 39.00 m2 Item10.3Vol-IIIP.No91

4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. Vol-III 91 10.2 97.00 97.00 m2 Item10.2Vol-IIIP.No91

5 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-III 93 10.15 (i) 388.00 388.00 m2 Item10.15 (i)Vol-IIIP.No93

6 Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with B type Screenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. Vol-III 93 10.15 (ii) 635.00 635.00 m2 Item10.15 (ii)Vol-IIIP.No93

7 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916, Vol-III 148 16.26 27.00 27.00 m2 Item16.26Vol-IIIP.No148

8 Maintenance of Culverts Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909, Vol-III 147 16.20 (i) 2047.00 2047.00 No Item16.20 (i)Vol-IIIP.No147

9 Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification.Painting two coats with synthetic enamel paint Vol-III 148 16.24 (i) 206.00 206.00 Km Item16.24 (i)Vol-IIIP.No148

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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Vol-III 74 8.43 365.00 365.00 No Item8.43Vol-IIIP.No74

11 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.. Vol-III 67 8.15 530.00 530.00 Sqm Item8.15Vol-IIIP.No67

12 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 approveddrawing.The sign shall be maintained as per section 12 of IRC:67:2022.( iv ) 60 cm equilateral triangle Vol-III 67 8.6 3591.00 3591.00 each Item8.6Vol-IIIP.No67

13 Existing Granular Surface to a Depth of 50 mm by Mechanical Means Vol-III 17 3.3 (ii) 5 5.00 m3

14 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse By Manual Means Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel Vol-III 25 4.14(b)(a) 2,164.00 2164.00 m3

FULL DETAILS BAR CHART-(SH-138 Road RIS ID:-KNP 201)

Name of the Road :) Nagargali-Katakol road SH-138 km.0.00 to 22.03, 25.23 to 41.82 & 43.19 to 45.34 = 40.77 km

Road Category: MDR Sub Division : Khanapur Division : __Belagavi Circle :Belagavi

Minor Bridge CD CD Minor Bridge Merada Village Halaga village CD CD Imdra nagar Village Halasi Village Nandagad Village CD CD CD Minor Bridge karalaga Village kodachawad/ chikadinikop village Major Bridge CD Parishawad Village CD CD CD Gadikop Village

7.00 m 5.50 m 3.75 m overlap NON FESIBLE LENGTH v

LAST FIVE YAER DETAILS

SHDP Work 2022/23 Package No 495 L= 5.55 KM SHDP Work 2024-25 Package No 686 B L= 4.03 KM

7.00 m 5.50 m 3.75 m Appendix -E WORK 2022-23 INDENT NO154320 5054 GSB 100 WMM 250 DBM 50 BC 30 overlap App E

PROPOSED YEAR DETAILS

Carriage Way AM 26-27 Annual Maintenance for 2026-27 NFL Works under progress SHDP Work 2022/23 Package No 495 L= 5.43 KM Annual Maintenance for 2026-27 overlap NFL AM 26-27 DLP NFL AM 26-27 DLP (maintenance for 5yrs under SHDP ) AM 26-27 overlap Annual Maintenance for 2026-27

Silent Features 3).Proposed works under Annual Works 2026-27 2).Maintenance for 2026-27 Village/City Limit

Legends Desciption Lane Width Details Total Length (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Name of Village/ City From To L (in Km)

Completed Works & Under DLP 3054 0.00 7.90 Maint 7.90

Works Under Annual Maintenance for 2026-27 (More than 5 year) 10.35 10.52 Maint 0.17

Annual Maintenance less then 5 year 2026-27 Single Lane 0.00 to 10.40, 25.23 to 40.40 and 41.82 to 43.19 26.94 APPENDIX-E 0.00 0.00 Ren 0.00 15.95 22.03 Maint 6.08 Name 1 7.20 7.30 0.10

Works under progress Intermediate lane 10.40 to 25.23, 40.40 to 41.82 and 43.19 to 45.34 18.40 0.00 0.00 RC 0.00 25.23 30.00 Maint 4.77 Name 2 10.40 10.50 0.10

Non feasible Two lane 0.00 0.00 0.00 0.00 CC Road 0.00 32.03 37.00 Maint 4.97 Name 3 14.85 14.90 0.05

Two lane + PS Total Length (in Km) 0.00 43.19 45.34 Maint 2.15 Name 4 15.95 16.10 0.15

Major Bridges Four lane - Total Length (in Km) 26.84 Name 5 21.00 21.20 0.20

Minor Bridges Major Bridges 4 (1.30, 6.25, 26.10, 40.40) Name 6 27.10 27.20 0.10

CD Minor Bridges 1.3km, 6.25km, 26.10km and 40.40km 4 nos 4). On going works 1). Completed Works and under DLP Name 7 41.82 41.97 0.15

Village/ City Name Railway Crossing - HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Name 8 44.10 44.20 0.10

Railway Crossing Overlap Length 22.03 to 25.23 and 41.82 to 43.19 4.57 APPENDIX-E 10.52 15.95 RC 5.43 FLOOD 3054 30.00 32.03 RC 2.03 Total Length (in Km) 0.70

Total Length excluding overlap 40.77 30.00 32.03 2.03 37.00 41.03 4.03

Total Length including overlap 45.34 0.00 0.00 0.00 Ren 0.00 Other Department Works

Total Length (in Km) 9.90 0.00 0.00 Wd 0.00 Under From To L (in Km)

3).NON FEASIBLE LENGTH 2026-27 Maintenance Abstract 5). Eligible for Renewal Total Length (in Km) 6.06 KRDCL 0.00

HEAD OF ACCOUNT From To L (in Km) Description Length in Km HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) SHDP 10.52 15.95 5.43

3.64 7.90 4.26 Last 5 Year Developed Length (2026-27 Maintenance) 2.97 APPENDIX-E Renewal 15.95 22.03 Ren 6.08 No. Details Length SHDP 37.00 41.03 4.03

25.23 27.00 1.77 More than 5 year Developed length (2026-27 Maint) 14.17 1 1). Completed Works and under DLP 6.06 Total Length (in Km) 9.46

32.03 35.70 3.67 Non feasible 9.70 2 2).Maintenance for 2026-27 26.84

0.00 0.00 0.00 Total Maintenance length 26.84 TOTAL Length (in Km) 6.08 3 3).Proposed works under Annual Works 2026-27 0.00

Total Length of the Road 40.77 0.00 4 4). On going works 8.05

Total Length (in Km) 9.70 5 5). Eligible for Renewal

Total Length (in Km) 40.77

Section Officer Assistant Executive Engineer, P.W. D. Sub - Division, Khanapur Executive Engineer, P.W. D, Division, Belagavi

Description Length in Km

Last 5 Years Developed Length (2024-25 Maintenance) 8.54

More than 5 years Developed length (24-25 Maint) 32.25

Non feasible 1.87

Total Length of the Road 40.77