Annual Maintanace of Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36 in Ramdurg Taluka for the year 2026-27

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4) mÁåPÀ PÉÆÃl 80/100.

5) DAiÀÄÝ ¨sÁUÀUÀ¼À°è SDBC MzÀV¸ÀĪÀÅzÀÄ.

6) Road Furnitures MzÀV¸ÀĪÀzÀÄ.

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1 PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ. #REF!

2 ¯ÉPÀÌ ²Ã¶ðPÉ 3054-SH MAINTENANCE (NON-PLAN)

3 C£ÀĪÉÆzÀvÀ QæÃAiÀiÁAiÉÆÃd£É ¥ÀvÀæ ¸ÀA.ªÀÄvÀÄÛ ¢. ¥ÀÄl ¸ÀA.& PÀæªÀÄ.¸ÀA PÀæªÀÄ.¸ÀA.

4 CAzÁdÄ ªÉÆvÀÛ 32.00 Lakhs

5 ¥Àæ¸ÀÛPÀ ¸Á°£À C£ÀÄzÁ£À 32.00 Lakhs

6 C£ÀĪÉÆâvÀ ZÉÊ£ÉÃeï Q.«Ä.33.75 jAzÀ 50.10, Q.«Ä 52.60 jAzÀ 58.14, 58.97 jAzÀ 65.44, Q.«Ä. 65.81 jAzÀ 71.26, Q.«Ä 74.35 jAzÀ 74.59 & Q.«ÄÃ. 76.17 jAzÀ 78.10 gÀªÀgÉUÉ

7 ¥Àæ¸ÁÛ¦vÀ ZÉÊ£ÉÃeï Q.«Ä.33.75 jAzÀ 50.10, Q.«Ä 52.60 jAzÀ 58.14, 58.97 jAzÀ 65.44, Q.«Ä. 65.81 jAzÀ 71.26, Q.«Ä 74.35 jAzÀ 74.59 & Q.«ÄÃ. 76.17 jAzÀ 78.10 gÀªÀgÉUÉ

8 ºÁ° gÀ¸ÉÛAiÀÄ ¹Üw BT Surface

9 gÀ¸ÉÛAiÀÄ ªÀVÃPÀgÀt SH

10 Formation width whether it is as per IRC standard:Yes/ No (MDR -9.00m,SH-12.00m) Yes

11 CD's width whether it is as per IRC standard:Yes/ No (MDR-9.00 m,SH-12.00m) Yes

12 r¸ÉÊ£ï C¼ÀªÀr¹zÀ «zsÀ Not Applicable

13 ¹.©.Cgï.mɸÀÖ j¥ÉÆÃlð Not Applicable

14 ªÁºÀ£À ¸ÁAzÀævÉAiÀÄ «ªÀgÀ Not Applicable

15 r¸ÉÊ£ï ¥ÀæPÁgÀ gÀ¸ÉÛAiÀÄ ««zsÀ ¨sÁUÀUÀ¼À «ªÀgÀ Not Applicable

16 CAzÁf£À°è ¥ÀjUÀt¹zÀ gÀ¸ÀÛAiÀÄ «ªÀgÀ Not Applicable

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19 vÁ®ÆPÁ £ÀPÀë Enclosed

20 CAzÁf£À°è ¥ÀjUÀt¹zÀ CA±ÀUÀ¼ÀÄ:-

I) Road Maintainance 1)Sub grade 2) deep pot holes 3) Shallow Pot holes 4) Jungle Clearance 5) Selected reaches SDBC II) CD Repairs 1) UCRS 2) Flush pointing 3) Coping III) Road Furnitures 1) Painting 2) lettering 3) white washing 4) Retro-Refectrorised Traffic Signs 5)Road marking 6) Road stud 7) Place identification Sign 8)Crash Barrier

Assistant Executive Engineer Executive Engineer

PWD, Sub-Div.Ramdurg PWD Division Belgavi.

(10) Halagatti-Mulangi-Hiretadasi road from km 0.00 to 11.36

For Maintenance Length 1.80 11.36 9.56 more than 5 years

0.00 0.00 0.00 less than 5 years

Total Maintenance Length 9.56

Overlap Length 0.00 0.00 0.00

Total NFL length 0.00

Total DLP length

ongoing work 0.00 0.00 0.00

Total length of road 9.56

ongoing work 0.00 0.00 0.00

Total length of road 0.00

Total length of road 9.56

GOVERNMENT OF KARNATAKA

(PUBLIC WORKS DEPARTMENT)

COMMUNICATION & BUILDINGS

NORTH (ZONE) DHARWAD

EXECUTIVE ENGINEER

(Public Works Department)

BELGAUM DIVISION BELGAUM

Name of Work : Annual Maintanace of Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36 in Ramdurg Taluka for the year 2026-27

ESTIMATED COST RS :- 10.61 Lakhs

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

Division. PWD.Belgaum Division.Belgaum

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

Fund Head. 3054-MDR MAINTENANCE

Department Head.

ಕೆಲಸದ ಹೆಸರು: ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಹಲಗತ್ತಿ ಮೂಲಂಗಿ ಹೇರೆತಡಸಿ ರಸ್ತೆ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 1.80 ರಿಂದ 3.26 & 3.26 ರಿಂದ 11.36 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.

Estimated Cost (Rs. In Lakhs) Rs 10.61

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by Sri M S Patil. (JE)

Checked by Shri.Ravikumar N .AEE

General Description

:ಪ್ರತ್ಯೇಕವಾಗಿ ಲಗತ್ತಿಸಲಾಗಿದೆ:

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

Name of Work : Annual Maintanace of Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36 in Ramdurg Taluka for the year 2026-27

ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಹಲಗತ್ತಿ ಮೂಲಂಗಿ ಹೇರೆತಡಸಿ ರಸ್ತೆ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 1.80 ರಿಂದ 11.36 ರವರೆಗೆ ರಸ್ತೆಯ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು ನಿರ್ವಹಣೆಗೆ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಸದರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗಾಗಿ 2026-27 ನೇ ಸಾಲಿಗಾಗಿ ಸಿದ್ಧಪಡಿಸಿದ ಕ್ರಿಯಾ ಯೋಜನೆ ಕ್ರ.ಸಂ. 05 ರನ್ವಯ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 10.61 ಲಕ್ಷ ಲೆಕ್ಕ ಶೀರ್ಷಕೆ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಅನುವು ಇರುತ್ತದೆ. ವಾಹನ ಸಂಚಾರದಿAದ ಮತ್ತು ಮಳೆಯಿಂದಾಗಿ ರಸ್ತೆಯ ಮೇಲ್ಮೆöÊ ಮೇಲೆ ಸಾಕಷ್ಟು ತಗ್ಗು ಗುಂಡಿಗಳು ಬಿದ್ದಿರುತ್ತದೆ. ಕಾರಣ ಅತೀ ಜರೂರ ಇರುವ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಯನ್ನು ಮಾಡುವದು ಅವಶ್ಯಕವಿರುತ್ತದೆ. ಒದಗಿಸಿರುವ ಅನುದಾನಕ್ಕೆ ತಕ್ಕಂತೆ ರಸ್ತೆ ಭಾಗದ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಯನ್ನು ಮತ್ತು ರಸ್ತೆ ಫರ್ನಿಚರಗಳ ಕಾಮಗಾರಿಗಳನ್ನು ಕೈಗೆತ್ತಿಕೊಳ್ಳಲಾಗಿದೆ.

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ.

1) ಜಂಗಲ ತೆಗೆಯುವುದು.

2) ಎಸ್.ಡಿ.ಬಿ.ಸಿ. ನಿಂದ ಗುಂಡಿಗಳನ್ನು ತುಂಬುವುದು.

3) Road Furnitures ಒದಗಿಸುವದು.

4) ಕಿ.ಮಿ. ಕಲ್ಲುಗಳಿಗೆ ಬಣ್ಣ ಬಳಿಯುವದು.

5) ಅಡ್ಡಮೋರಿಗಳ ಗೊಡೆಗಳಿಗೆ ಸುಣ್ಣ ಬಣ್ಣ ಬಳಿಯುವದು.

6) ರಸ್ತೆ ಬಾಹುಗೆ ಮೊರಮ್ ಅಳವಡಿಸುವದು.

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24ನೇ ಸಾಲಿನ (2025-26ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ರಾಜ್ಯವ್ಯಾಪಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 10.61 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜೀನಿಯರರು, ಲೋಕೋಪಯೊಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

Name of Work : Annual Maintanace of Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36 in Ramdurg Taluka for the year 2026-27

This is to certify that,Shri.Ravikumar N, 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.,Ramdurg

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

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

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

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

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

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

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

Name of Work : Annual Maintanace of Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36 in Ramdurg Taluka for the year 2026-27

RECAPTULATION SHEET

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

1 Maintenance of Road 896183.94

3 MISC AND ROUND OFF 3502.95 3503.01

SAY Rs:-(Laks) 10.61 10.61

PWD/2026-27/RD/WORK_INDENT42581

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

Name of Work : Annual Maintanace of Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36 in Ramdurg Taluka for the year 2026-27

S.No Item Qty Unit Rate Amount

Road Maintenance

1 Clearing and Grubbing Road Land-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Motor Grader- In area of light jungle (P.No. 9, I.No. 2.5a , Vol-3) 458.88 100 m2 393.00 180339.84

2 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor Note: The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal (P.No. 91, I.No. 10.3, Vol-3) 1625.20 sqm 39.00 63382.80

3 The maintenance of drains include erosion,repair,clearing,cleaning,reshaping,regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (P.No. 147, I.No. 16.19, Vol-3) 478.00 m 6.00 2868.00

4 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost isinclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (P.No. 93, I.No. 10.15(i), Vol-3) 569.25 Sqm 388.00 220869.00

5 Patching of Deep Potholes using WBM Gr lI & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with type B Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.(P.No. 93, I.No. 10.15(ii), Vol-3) 569.25 Sqm 635.00 361473.75

6 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 478.00 sqm 97.00 46366.00

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

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

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

Total: 875299.39

Road furnitures

7 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Painting two coats with synthetic enamel paint.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24] 9.00 km 206.00 1854.00

8 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade.[I.No.16.24(ii) / Page-148 of PWD SR (Vol. 3) 2023-24] 9.00 km 1135.00 10215.00

9 White washing of parapet walls of CD work and tree trunks: White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications..[I.No.-16.26/ Page- 148 of PWD SR (Vol. 3) 2023-24] 326.50 Sqm 27.00 8815.55

10 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle (P.No. 53, I.No.8.5 , Vol-3) 0.00 No 3591.00 0.00

11 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No, 803. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (P.No. 57, I.No. 8.15 , Vol-3) 0.00 Sqm 478.00 0.00

12 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (P.No. 150, I.No.21.c.1 , Vol-3) 0.00 No 365.00 0.00

13 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. (P.No. 55, I.No. 8.7 , Vol-3) 0.00 Sqm 8068.00 0.00

Total: 20884.55

Total Rs:- 896183.94

Road Maintenance (Total):- 896183.94

Assistant Executive Engineer

PWD,Sub-Dn.,Ramdurg

Name of Work : Annual Maintanace of Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36 in Ramdurg Taluka for the year 2026-27

S.No Item Nos Measurements Qty Unit

I) ROAD MAINTENANCE

1 Clearing and Grubbing Road Land-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Motor Grader- In area of light jungle (P.No. 9, I.No. 2.5a , Vol-3)

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

Maintanance length 9.56 kms

Pre and Post Mansoon 2 2 9560.00 2.00 76480.00

Deduct 40% voids -30592.00

Deduct village limits

Grand Total 45888.00 sqm

say in 100 sqm 458.88 100 sqm

2 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor Note: The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal (P.No. 91, I.No. 10.3, Vol-3)

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

for maintenance as above 1 17% 9560.00 1.000 1625.20

3 The maintenance of drains include erosion,repair,clearing,cleaning,reshaping,regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (P.No. 147, I.No. 16.19, Vol-3)

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

for maintenance as above 1 5% 9560.00 1.000 478.00

4 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost isinclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (P.No. 93, I.No. 10.15(i), Vol-3)

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

Total 9560.00 569.25 Sqm

GRAND TOTAL 569.25 Sqm

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

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

grand total 569.25 sqm

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

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36 1 5% 9560.000 478.00 cum

grand total 478.00 cum

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

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

grand total cum

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

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

Road Furnitures

7 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Painting two coats with synthetic enamel paint.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24]

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

Grand Total 9 Km

8 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade.[I.No.16.24(ii) / Page-148 of PWD SR (Vol. 3) 2023-24]

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

Grand Total 9 Km

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

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

CD walls 10 2 6 0.6 72

Grand Total 326.502 Sqm

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

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

Grand Total 0 No

11 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No, 803. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (P.No. 57, I.No. 8.15 , Vol-3)

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

Grand Total 0 No

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 warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (P.No. 150, I.No.21.c.1 , Vol-3)

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

Grand Total 0 No

16 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. (P.No. 55, I.No. 8.7 , Vol-3)

Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36

Grand Total 0 Sqm

Assistant Executive Engineer Executive Engineer

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

Name of Work : Annual Maintanace of Halagatti-Mulangi-Hiretadasi road from km 1.80 to 11.36 in Ramdurg Taluka for the year 2026-27

S.No Description of items Unit UNI S.R.2024-25 Rate as per S.R. Diff.in cost of Cement. Total Rate

P.No. Vol I.No . Const Diff.in cost Amount

ROAD MAINTENANCE

1 Clearing and Grubbing Road Land-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Motor Grader- In area of light jungle (P.No. 9, I.No. 2.5a , Vol-3) 100 m2 9 3 2.5a 393.00 393.00

2 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor Note: The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal (P.No. 91, I.No. 10.3, Vol-3) sqm 91 3 10.3 39.00 39.00

3 The maintenance of drains include erosion,repair,clearing,cleaning,reshaping,regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (P.No. 147, I.No. 16.19, Vol-3) m 147 3 16.19 6.00 6.00

4 Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (P.No. 93, I.No. 10.15(i), Vol-3) Sqm 93 3 10.15(i) 263.00 388.00

5 Patching of Deep Potholes using WBM Gr lI & SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -II with type B Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.(P.No. 93, I.No. 10.15(ii), Vol-3) Sqm 93 3 10.15(ii) 497.00 635.00

6 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. cum 91 3 10.2 97.00 97.00

7 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Manual Means (ii) Grading-II (53 mm to 22.4 mm) (a) Using Screening Crushable type such as Moorum or Gravel Cum 26 3 4.13 2453.00 2453.00

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

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

7 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Painting two coats with synthetic enamel paint.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24] km 148 3 16.24(i) 206.00 206.00

8 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade.[I.No.16.24(ii) / Page-148 of PWD SR (Vol. 3) 2023-24] km 148 3 16.24(ii) 1135.00 1135.00

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

13 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle (P.No. 53, I.No.8.5 , Vol-3) No 53 3 8.5. a.2 3591.00 3591.00

14 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No, 803. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (P.No. 57, I.No. 8.15 , Vol-3) Sqm 57 3 8.15 478.00 478.00

15 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (P.No. 150, I.No.21.c.1 , Vol-3) No 150 3 21.c.1 365.00 365.00

10 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. (P.No. 55, I.No. 8.7 , Vol-3) Sqm 55 3 8.70 8068.00 8068.00

Assistant Executive Engineer Executive Engineer

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

Name of the Road :- HALAGATTI MULANGI HIRETADASI ROAD (MDR) (RIS ID-RMG37)

Road Category: MDR Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD

Long 75.33773 Long 75.4138

Halagatti Cross Idagal Village Lingadal Cross Hiremulangi Village Chikkmulangi Village Shivarajpur Cross Salapur Cross

Carriage Way (WI:18005) Ongoing appendix e For the year 2024-25 SG 300, GSB200,WMM250,BM50,SDBC30 mm Maintenance Length 2026-27

3.75 m Maintenance Length 2026-27

(WI:18005) Ongoing appendix e For the year 2024-25 Maintenance Length 2026-27 Maintenance Length 2026-27

Structure Chainage

Legends Desciption Silent Features 3).Proposed works under Annual Works 2025-26 2).Maintenance for 2026-27 Village/City Limit

Completed Works & Under DLP Lane Width Details Total Length (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Name of Village/ City From To L (in Km)

Works Under Annual Plan 2026-27 Single Lane 3.26 to 11.65 8.10 APPENDIX-E 0.00 0.00 RC 0.00 More than 5 years Maintenance Work 1.80 11.36 Maint 9.56 Idgal 4.00 4.30 0.30

Last 5 Year development length 2026-27 Intermediate lane 0.00 to 1.80,1.80 to 3.26 3.26 0.00 0.00 RC 0.00 0.00 0.00 Maint 0.00 Lingadal 8.000 8.200 0.200

Work Approved / progress 2026-27 Two lane 0 0.00 0.00 0.00 CC Road 0.00 0.00 0.00 Maint 0.00 0.00 0.00 0.00

NFL Two lane + PS 0 0.00 Total Length (in Km) 0.00 Total Length (in Km) 9.56 Name 4 0.00 0.00 0.00

Major Bridges Four lane 0 0.00 4). On going works 1). Completed Works and under DLP Name 5 0.00 0.00 0.00

Minor Bridges Major Bridges 0 0.00 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 6 0.00 0.00 0.00

CD Minor Bridges 0 0.00 APPENDIX-E 0.00 1.80 Rc 1.80 0.00 0.00 RC 0.00 Total Length (in Km) 0.50

Village/ City Name Railway Crossing 0 0.00 0.00 0.00 RC 0.00 0.00 0.00 ST 0.00

Railway Crossing Overlap Length 0 0.00 0.00 0.00 CC Road 0.00 0.00 0.00 Ren 0.00

Total Length (in Km) 11.36 Total Length (in Km) 1.80 0.00 0.00 Wd 0.00

2026-27 Maintenance Abstract 5). Eligible for Renewal Total Length (in Km) 0.00

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

Last 5 Year development length 0 APPENDIX-E Renewal 0.00 0.00 Ren 0.00 No. Details Length Other Department Works

1 1). Completed Works and under DLP 0.00 Under From To L (in Km)

More than 5 Year development length 9.56 2 2).Maintenance for 2026-27 9.56 KRDCL 0.00

3 3).Proposed works under Annual Works 2025-26 0.00 KSHIP 0.00

Total Maintenance Length 9.56 4 4). On going works 1.80 SHDP 0.00

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

Total length of the road 11.36 Total Length (in Km) 11.36