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Tender Value
₹53.4 L
EMD Value
₹1.1 L
Closing Date
8 Oct 2026, 4:30 pm
Public Works Department
PRAVEEN R HULJI
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
PWD/2026-27/RD/WORK_INDENT42116
PWD/2026-27/RD/WORK_INDENT42116
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Belagavi
11 documents required · 11 mandatory
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2021-22, 2022-23, 2023-24 2024-25 and 2025-26 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.53.38 Lakhs
To qualify for award of this contract, each Tenderer in his name should have in the last five years 2021-22, 2022-23, 2023-24 2024-25 and 2025-26 Satisfactorily completed, as prime contractor, at least one similar work such as Maintenance/Improvements/Renewal of Asphalt Road Works of value not less than Rs. 26.69 Lakh
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2021-22, 2022-23, 2023-24 2024-25 and 2025-26 executed the following minimum quantities of work 1) Pothole Filling-Aspahalt Quantities(Pothole Filiing/MSS/BM/DBM/SDBC/BC) 3867 sqm,
Principal Place of Business (Full address)
Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers Bankers
Tenderers who meet the above specified minimum qualifying criteria will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity equal to (AxNx2.5 - B) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. 0.92 Year where B equal to Value at 2026-27 price level, of existing commitments and on-going works to be completed during the next 0.92 Year form the probable date of Award of this contract.
As per this note each tenderer should further demonstrate Availability of key equipment/ machinery for execution of the work. However as per Govt Circular no GOFDAE 263EXP122022 dt 11 052022 this clause for owning key equipment for works costing upto Rs 3.00 Crores is exempted. However it is obligatory for the contractor to use the fallowing machineries for various activities involved in construction as per MORTH specifications. Tippers-1 Own, 1-Hire, Hot Mix Plant(40/60 TPH)-1 Own,Vibratory Road Roller-1 Own 1-Hire, Paver Finisher-1 Own and Water Tanker-2 Hire
Qualification and experience of the key technical and Management personnel in permanent employment with the Tenderer and those that are proposed to be deployed on this work, if work is awarded
Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.
The proposed methodology and program of construction, backed with equipment planning and deployment duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion
Information on works which are yet to be completed.
Information of the works for which Tender acceptance letters are received.
Each Tenderer should further demonstrate- liquid assets and/or availability of credit facilities of not less than Rs.16.01 lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. (Enclosed with this NIT under Forms of Bid qualification information as per Govt. Circular No. FD-CAM/16/2022(P-2), dated. 22.08.2022) (estimated cash flow for 3 months of peak construction period)
Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.
Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered
The EMD of Rs . 1,06,800 /- - shall be paid in full through e payment or in two parts ie part 1) Rs 50,000 by e- payment part 2) Rs 56,800/- EMD shall be in the form of Bank guarantee and shall be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids
PWD Registration Certificate (Class I/II/III/IV)
₹1,340
₹1.1 L
21 Sept 2026
21 Sept 2026
9 Oct 2026
7 Oct 2026
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 Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
ESTIMATED COST RS :- 63.00 Lakhs
PWD/2026-27/RD/WORK_INDENT42116
PARAGRAPH 130 (A) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE
Division. PWD.Belgaum Division.Belgaum
Sub - Division. PWD, Sub- Dn.Ramdurg.
Fund Head. 3054-SH MAINTENANCE
Department Head.
Name of Work:-Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Estimated Cost (Rs. In Lakhs) Rs 63.00 lacs
Administratively sanctioned under No. Date.
Techanically sanctioned under No. Date.
Estimate prepared by Shri.Ravikumar Nandihalli .AEE
Checked by Shri :1)DevaraddinTolagatti
2) Shrishail Chimmat
General Description
~: ಪ್ರತ್ಯೇಕವಾಗಿ ಲಗತ್ತಿಸಲಾಗಿದೆ :~
Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg Executive Engineer, PWD, Belgaum Dn.Belgaum
Name of Work:-Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
ರಾಮದುರ್ಗ ತಾಲೂಕಿನ Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ರಸ್ತೆಯ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು ನಿರ್ವಹಣೆಗೆ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಸದರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗಾಗಿ 2026-27 ನೇ ಸಾಲಿಗಾಗಿ ಸಿದ್ಧಪಡಿಸಿದ ಕ್ರಿಯಾ ಯೋಜನೆ ಕ್ರ.ಸಂ. ರನ್ವಯ ಒಟ್ಟು ಮೊತ್ತ ರೂ.63.00 ಲಕ್ಷ ಲೆಕ್ಕ ಶೀರ್ಷಕೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಅನುವು ಇರುತ್ತದೆ. ವಾಹನ ಸಂಚಾರದಿಂದ ಮತ್ತು ಮಳೆಯಿಂದಾಗಿ ರಸ್ತೆಯ ಮೇಲ್ಮೆಣ 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.
8) ಕಚ್ಚಾ ಗಟಾರು ಮಾಡುವದು.
ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24ನೇ ಸಾಲಿನ (2026-27ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ರಾಜ್ಯವ್ಯಾಪಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 63.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.
ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜೀನಿಯರರು, ಲೋಕೋಪಯೊಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ ರಾಮದುರ್ಗ
P.W.D.CODE PARA - 133
Name of Work:-Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
This is to certify that,Shri.Ravikumar Nandihalli , Assistant Executive Engineer, have personally visited spot with section officer as now 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 insufficient quantity are included while preparing the estimate because of grant availability,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 Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 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 PART A- Maintenance of Road 5290128.01
2 PART B- Road Furniture 47510.48
4 Mislenious and others 1586.57 1586.03
PWD/2026-27/RD/WORK_INDENT42116
Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg Executive Engineer, PWD,Belgaum Dn.Belgaum
Name of Work:-Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
S.No Item Qty Unit Rate Amount
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) 1519.60 100 m2 393.00 597202.80
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) 3279.20 sqm 39.00 127888.80
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) 40990.00 mtr 6.00 245940.00
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) 3259.30 Sqm 388.00 1264608.40
5 Patching of Deep Potholes using WBM Gr Il & 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) 1574.65 Sqm 635.00 999902.75
6 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 7685.63 Sqm 97.00 745505.63
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 310.38 Cum 2453.00 761362.14
8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling 82.50 Cum 6639.00 547717.50
II) ROAD FURNITURE
1 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] 31.00 km 206.00 6386.00
2 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] 31.00 km 1135.00 35185.00
3 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] 219.98 Sqm 27.00 5939.48
4 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
5 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
6 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
7 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) 5.40 Sqm 8068.00 0.00
8 Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification 0.00 Km 1984.00 0.00
9 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 0.00 0.00 0.00
10 5th kilometre stone (precast) 0.00 Each 5081.00 0.00
11 Ordinary kilometer stone (precast) 0.00 Each 2927.00 0.00
12 200 m stone (precast) 0.00 Each 842.00 0.00
Total: 47510.48
Total Rs:- 5337638.50
PART A- Road Maintenance (Total):- 5337638.50
PART B- Gang Men
PART B- Gang Men (Total):- 0.00
Assistant Executive Engineer
PWD,Sub-Dn.,Ramdurg
Name of Work:-Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
For Maintenance Length 0.000 4.500 4.500 More than 5 years
4.500 8.000 3.500 less than 5 years
Total Maintenance Length 49.505
Overlap Length 19.000 19.240 0.240
Total NFL length 0.00 0.00 0.00
Total DLP length 29.240 29.540 0.300
ongoing work under APPENDIX-E 24.74 26.39 1.65
ongoing work By other dept 30.55 32.55 2.00
Total length of road 64.20
PART A- Road Maintenance
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)
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Maintanance length 44.28 kms
Deduct 40% voids -65584.00
Deduct village limits
chippalakatti -2 1 800.00 2.00 -3200.00
bannur tanda -2 1 0.00 2.00 0.00
Batakurki Tanda -2 1 100.00 2.00 -400.00
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Maintanance length 44.28 kms
Deduct 60% voids -98376.00
Deduct village limits
chippalakatti -2 1 800.00 2.00 -3200.00
bannur tanda -2 1 0.00 2.00 0.00
Batakurki Tanda -2 1 100.00 2.00 -400.00
Grand Total 151960.00 sqm
say in 100 sqm 1519.60 100 m2
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)
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27 1 8% 40990.000 1.000 3279.20
Grand Total 3279.20 sqm
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)
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
For Maintenanc-side drain 2 50% 40990.000 40990.00 m
Grand Total 40990.00 mtr
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)
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Grand Total 3259.30 Sqm
5 Patching of Deep Potholes using WBM Gr Il & 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)
(1) Yaragatti-Babaleshwar SH-55 from km 15.80 to 28.46
(2) Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 52.10, 58.97 to 64.85, 65.81 to 74.59 and 76.17 to 78.10
total 1475.98 sqm
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Grand Total 1574.65 0.00
6 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
(2) Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 52.10, 58.97 to 64.85, 65.81 to 74.59 and 76.17 to 78.10
selected reaches 1 10% 4000.00 3.750 1500.00 Sqm
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
selected reaches 1 5% 40990.00 3.750 7685.63 Sqm
Grand Total 7685.63 Sqm
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
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
NFL Length from km 35.55 to 37.15 (Selected Reaches) & 41.94 to 45.51 1 6% 5173.00 310.38
Total: 310.38 Sqm
8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
For Approch Road Near Nadhihal road At Km 58.52 to 58.62 1 100.00 5.500 0.150 82.50 Cum
Total: 82.50 Cum
I) ROAD FURNITURE
1 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]
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Grand Total 31 km
2 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]
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Grand Total 31 km
3 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]
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
4 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)
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27 10.00
Grand Total 0.00 No
5 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)
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Selected Reaches 2 500.00 0.1 0
Grand Total 0.00 Sqm
6 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)
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
In Curves 5 2 40.00 0.00
5 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)
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Grand Total 0.00 Sqm
8 Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
Grand Total 0.00 km
9 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
5th kilometre stone (precast) 1 12 0 Km
Ordinary kilometer stone (precast) 1 64 0 "
200 m stone (precast) 4 64 0 "
Assistant Executive Engineer
PWD,Sub-Dn.,Ramdurg
Name of Work:-Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
PART B- Gang Men
S.No Item Nos Measurements Qty Unit
(1) Yaragatti-Babaleshwar SH-55 from km 15.80 to 28.46 1 12.660
(2) Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 52.10, 58.97 to 65.10, 65.81 to 74.59 and 76.17 to 78.10 1 36.890
(4) Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal Upgraded SH from km 0.00 to 19.00,19.24 to 20.00, 21.96 to 24.74, 26.39 to 27.64. 29.24 to 30.00, 30.55 to 50.50 and 51.00 to 64.20 1 49.505
month No 7.633333333
12 3 0.00 month
Assistant Executive Engineer
PWD,Sub-Dn.,Ramdurg
Name of Work:-Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal SH-189 from km 5.33 to 17.10, 18.27 to 23.57, 23.83 to 24.37, 26.78 to 28.52,33.71 to 33.04, 33.55 to 37.15, 41.94 to 51.88, 52.22 to 58.28 and 61.82 to 62.82 in Ramdurg Taluka for the year 2026-27
S.No Description of items Unit UNI S.R.2021-22 (23-24) Rate as per S.R. Diff.in cost of Cement. Total Rate 18% GST Area weightage 0% Net Amount
P.No. Vol I.No . Const Diff.in cost Amount
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) 100 m2 9 3 2.5a 393.00 393.00 0.00 0.00 393.00
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 0.00 0.00 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) mtr 147 3 16.19 6.00 6.00 0.00 0.00 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 0.00 0.00 388.00
5 Patching of Deep Potholes using WBM Gr Il & 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 0.00 0.00 635.00
6 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. Sqm 91 3 10.2 97.00 97.00 0.00 0.00 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 0.00 0.00 2453.00
8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling Cum 149 3.00 16.28 6639.00 6639.00 6639.00
II) ROAD FURNITURE
1 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 0.00 0.00 206.00
2 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 0.00 0.00 1135.00 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. 135 20.20 3 4.55
3 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 0.00 0.00 27.00
4 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 0.00 0.00 3591.00
5 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 0.00 0.00 478.00
6 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 0.00 0.00 365.00
7 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 0.00 0.00 8068.00
8 Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Km 147 3 16.20 1984.00 1984.00 0.00 0.00 1984.00
9 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
5th kilometre stone (precast) Each 67 3 8.16(i) 5081.00 5081.00 0.00 0.00 5081.00
Ordinary kilometer stone (precast) Each 67 3 8.16(ii) 2927.00 2927.00 0.00 0.00 2927.00
Assistant Executive Engineer Executive Engineer
PWD,Sub-Dn.,Ramdurg PWD, Div.Belgaum.
Name of the Road :- UPGRADE MDR - SH -(SH-189) (RIS ID- )
Road Category: SH 139 Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD
Taluka border Hulkund Village Chippalkatti Village Chippalkatti Bridge Bijaguppi Village Salhalli Village Narasapur Cross Bannur Cross Bannur Village Bannur Tanda Village Obalapur SLT Village Obalapur Village Ramapur Village Dadibhavi Village Naganur/Batakurki Cross Batakurki Tanda Batakurki Village SH-134 & SH-34 Overlap Nandihal Village Channapur SH-134 joining
Carriage Way OVERLAP SH-139
5.50 m 3.75 m Exist CW KNNM NF KNNM
Carriage Way Maintenance Length 2026-27 Maintenance Length 2026-27 5054-MDR (2020-21) 5054-MDR (2020-21) Maintenance Length 2026-27 (WI:20234)Proposed IMPRT work under Appendix-E 2024-25 (WI:20134)Proposed Appendix-E 2024-25 CC Road Maintenance Length 2026-27 (More than 5 years) OVER LAP Maintenance Length 2026-27 OVER LAP CMIDP 2025-26 GSB:100mm WMM:250mm,BM:50mm,SDBC:25mm CMIDP 2025-26 GSB:100mm WMM:250mm,BM:50mm,SDBC:25mm Maintenance Length 2026-27 (More than 5 years) (WI:9944) under DLP GSB:100mm WMM:250mm,BM:50mm,SDBC:25mm CMIDP 2025-26 GSB:100mm WMM:250mm,BM:50mm,SDBC:25mm (WI:9944) under DLP GSB:100mm WMM:250mm,BM:50mm,SDBC:25mm Maintenance Length 2026-27 OVERLAP SH-139 Maintenance Length 2026-27 (More than 5 years) (WI:20134) Ongoing IMPRT work under Appendix-E 2024-25 CC road
5.50 m 3.75 m KNNM NFL KNNM (WI:20134) Ongoing IMPRT work under Appendix-E 2024-25 CMIDP 2025-26 GSB:100mm WMM:250mm,BM:50mm,SDBC:25mm NFL Maintenance Length 2026-27 Batakurki Village SH-134 & SH-34 Overlap Maintenance Length 2026-27 (More than 5 years) (WI:153179) 5054 -2022-23 GSB:100mm WMM:250mm,BM:50mm,SDBC:25mm (WI:20134)Ongoing IMPRT work under Appendix-E 2024-25 Maintenance Length 2026-27
Maintenance Length 2026-27 (More than 5 years) More than 5 year development length Maintenance Length 2026-27 (More than 5 years) (WI:20134)ongoing IMPRT work under Appendix-E 2024-25 (WI:20134) ongoing Appendix-E 2024-25 CC Road Maintenance Length 2026-27 (More than 5 years) OVER LAP Maintenance Length 2026-27 OVERLAP CMIDP 2025-26 (WI-31057) Maintenance Length 2026-27 (More than 5 years) Maintenance Length 2026-27 (More than 5 years) (WI:9944)under DLP IMPRT work under progress Appendix-E 2023-24 CMIDP 2025-26 (WI-31057) (WI:9944under DLP IMPRT work under progress Appendix-E 2023-24 C.C ROAD 2026-27 OVERLAP SH-139 KNNL Maintenance Length 2026-27 KNNL (WI:20134)Ongoing IMPRT work under Appendix-E 2024-25 CMIDP 2025-26 (WI-31057) Maintenance Length 2026-27 Maintenance Length 2026-27 Maintenance Length 2026-27 (More than 5 years) Batakurki Village SH-134 & SH-34 Overlap Maintenance Length 2026-27 (More than 5 years) (WI:20134)Ongoing IMPRT work under Appendix-E 2024-25 Maintenance Length 2026-27 (Last 5 years (WI:20134)Ongoing IMPRT work under Appendix-E 2024-25 Maintenance Length 2026-27
Legends Desciption Selent 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) 0.41
Works Under Annual Plan 2026-27 More than 5 years Single Lane 0.00 to 8.87,26.39 to 27.64,,30.55 to 46,50, 51.50 to 58.12 , 58.36 to 64.20 28.95 CMIDP 2025-26 (WI-31057) 25.82 26.78 RC 0.96 More than 5 year development length (2024-25) 5.330 17.10 Maint 11.77 Hulkund 3.00 3.50 0.50
Works Under Annual Plan 2026-27 Less than 5 years Intermediate lane 8.87 to19.00, 19.24 to 20.00 ,21.69 to 24.74 ,24.74 to 29.54, 27.74 to 29.54,46.00 to 50.50,58.12 to 58.36 25.98 30.17 31.11 RC 0.94 More than 5 year development length (2024-25) 18.270 23.570 Maint 5.30 chipalkatti 8.800 9.400 0.600
Work Approved / progress 2026-27 Two lane 0 0.00 40.59 41.94 RC 1.345 More than 5 year development length (2024-25) 23.830 24.370 Maint 0.54 Bijaguppi 13.50 14.00 0.50
Non Feasible Two lane + PS 0 0.00 0.00 More than 5 year development length (2024-25) 26.780 27.930 Maint 1.15 Bannur 24.50 25.00 0.50
Major Bridges Four lane 0 0.00 Total Length (in Km) 3.2450 More than 5 year development length (2024-25) 27.930 28.520 Maint 0.59 Bannur Tanda 29.20 29.50 0.30
4). On going works More than 5 year development length (2024-25) 32.710 33.040 Maint 0.33
Minor Bridges Major Bridges 2 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Non Feasible length 35.550 37.153 Maint 1.603 Ramapur 32.00 32.30 0.30
CD Minor Bridges 6 APPENDIX-E 2024-25 38.59 40.59 Wd 2.00 Non Feasible length 41.938 45.508 Maint 3.57 Total Length (in Km) 2.70
Village/ City Name Railway Crossing 0 58.28 58.52 CC Road 0.24 More than 5 year development length (2024-25) 45.508 51.880 Maint 6.37
Railway Crossing Overlap Length 23.57 to 23.83, 24.37 to 25.82 ,33.04 to 33.55,51.88 to 52.220 2.56 61.22 61.82 RC 0.60 More than 5 year development length (2024-25) 52.220 58.280 Maint 6.06
Total Length (in Km) 57.49 17.10 18.27 RC 1.167 less than 5 year development length (2024-25) 58.520 61.220 Maint 2.70
Total Length (in Km) 4.01 More than 5 year development length (2024-25) 0.000 0.000 Maint 0.00
2026-27 Maintenance Abstract 5). Eligible for Renewal More than 5 year development length (2024-25) 61.820 62.820 Maint 1.00
Description Length in KM HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Total Length (in Km) 40.99 Other Department Works
Last 5 Year development length 2.70 APPENDIX-E Renewal 0.00 0.00 Ren 0.00 No. Details Length Under From To L (in Km)
1 1). Completed Works and under DLP 3.25 KNNM 33.55 35.55 2.000
More than 5 Year development length 38.288 1). Completed Works and under DLP 2 2).Maintenance for 2026-27 40.99 KNMM 37.153 38.593 1.440
HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) 3 3).Proposed works under Annual Works 2025-26 3.25 SHDP 0.000
Total Maintenance Length 40.988 APPENDIX-E 2023-24 28.52 30.17 RC 1.65 4 4). On going works 4.01 Total Length (in Km) 3.440
31.11 32.71 RC 1.60 5 5). Eligible for Renewal 0.00
Total length of the road 57.49 0.00 0.00 Ren 0.00 6 6)Other Department Works 3.44
0.00 Wd 0.00 Total Length (in Km) 54.93
Total Length (in Km) 3.25
(1). Annual Maintanace of Yaragatti-Babaleshwar SH-55 from km 15.80 to 28.46 in Ramdurg Taluka
For Maintenance Length 15.80 28.46 12.66 less 5 yrs
Total Maintenance Length 12.66
Overlap Length 0.00
Total NFL length 40.30 50.10
Total DLP length 0.00 0.00 0.00
Appendix E ongoing work 0.00
Total length of road 12.66
(2). Annual Maintanace of Badami-Godachi-Gokak Falls SH-134 from km 26.67 to 33.42, 34.25 to 37.70, 42.00 to 52.10, 58.97 to 65.10, 65.81 to 74.59 and 76.17 to 78.10 in Ramdurg Taluka
For Maintenance Length 26.67 33.42 6.75 more 5 yrs
Total Maintenance Length 37.14
Overlap Length 33.42 33.75 0.33
Total NFL length 0.00 0.00 0.00
Total DLP length 0.00 0.00 0.00
Appendix E ongoing work 33.75 34.25 0.50
Total length of road 51.43
(3) Annual Maintanace of Yaragatti-Mudhol SH-139 from km 5.17 to 6.85,13.35 to 14.50,19.45 to 28.29,31.37 to 37.00 and 56.35 to 67.35 in Ramdurg Taluka
For Maintenance Length 5.17 6.85 1.68 more than 5 years
19.45 21.96 2.51 less than 5 years
Total Maintenance Length 27.88
Overlap Length 9.58 11.83 2.25
Total NFL length 0.00
Total DLP length
ongoing work 6.85 10.00 3.15
Total length of road 0.00
(4) Annual Maintanace of Gokak Taluka border to SH-134 (Channapur) link road Via.Hulkund-Salahalli-Bannur-Bannur Tanda- Dadibavi Tanda-Batakurki-Nandihal Upgraded SH from km 0.00 to 19.00,19.24 to 20.00, 21.96 to 24.74, 26.39 to 27.64. 29.24 to 30.00, 30.55 to 50.50 and 51.00 to 64.20 in Ramdurg Taluka
For Maintenance Length 0.000 4.500 4.500 More than 5 years
4.500 8.000 3.500 less than 5 years
Total Maintenance Length 49.505
Overlap Length 19.000 19.240 0.240
Total NFL length 0.00 0.00 0.00
Total DLP length 29.240 29.540 0.300
ongoing work under APPENDIX-E 24.74 26.39 1.65
ongoing work By other dept 30.55 32.55 2.00
Total length of road 64.20
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