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Tender Value
₹5.1 L
EMD Value
₹6,400
Closing Date
29 Sept 2026, 4:30 pm2d left
Public Works Department
PRAVEEN R HULJI
Annual Maintanace of Mudenur-Salapur from km 0.00 to 9.87 and 12.22 to 14.16 road in Ramdurg Taluka for the year 2026-27. (Reserved for SC Category only).
PWD/2026-27/RD/WORK_INDENT42080
PWD/2026-27/RD/WORK_INDENT42080
Reserved
Roads
Electronic Documents, First(One Cover)
PWD Division Office Belagavi
9 documents required · 9 mandatory
₹500
₹6,400
12 Sept 2026
12 Sept 2026
28 Sept 2026
(1) Narasaur to SH-134 link road from km 0.00 to 3.84
For Maintenance Length 0.00 3.84 3.84 More than 5 years
Total Maintenance Length 3.84
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 3.84
(2) Ramdurg-Bochbal from km 0.00 to 2.7,2.90 to12.00 and 14.10 to 18.48
For Maintenance Length 0.000 2.700 2.70 less than 5 yrs
2.700 2.900 0.20 more than 5 yrs
2.900 8.615 5.72 less than 5 yrs
8.615 12.000 3.39 more than 5 yrs
14.100 15.080 0.98 more than 5 yrs
15.080 17.320 2.24 less than 5 yrs
17.320 18.480 1.16 more than 5 yrs
Total Maintenance Length 16.38
Overlap Length 0.00 0.00 0.00
Total NFL length 0.00 0.00 0.00
Total DLP length 0.00 0.00 0.00
Appendix E ongoing work 12.00 14.10 2.10
Total length of road 18.48
(2) Mudenur-Salapur from km 0.00 to 10.22 and 12.20 to 14.16
For Maintenance Length 0.00 2.73 2.73 less than 5 years
0.00 0.00 0.00 more than 5 years
Total Maintenance Length 12.16
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 12.16
(5)Yaragatti-Bableshwar SH-55 to Kunnal link road from km 0.00 to 4.25
For Maintenance Length 0.000 0.000 0.000 More than 5 years
0.000 3.600 3.600 less than 5 years
Total Maintenance Length 4.250
Overlap Length 0.000 0.000 0.000
Total NFL length 0.00 0.00 0.00
Total DLP length 0.000 0.000 0.000
ongoing work 0.00 0.00 0.00
Total length of road 4.25
(9) Hanumasagar-Chunchanur-Benakatti road from km 0.00 to 6.38 and 6.56 to 10.78
For Maintenance Length 0.000 0.400 0.400 More than 5 years
0.400 1.800 1.400 less than 5 years
Total Maintenance Length 10.600
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 10.60
(11)Chandaragi-Katkol road from km 0.00 to 5.74
For Maintenance Length 0.00 5.74 5.74 more than 5 yrs
Total Maintenance Length 5.74
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 5.74
(12) Budni-Yadwad road from km 0.75 to 1.90, 2.00 to 2.60 and 2.80 to 3.49
For Maintenance Length 0.75 1.90 1.15 more than 5 yrs
Total Maintenance Length 2.44
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 2.44
(15) M-Chandaragi-Gudagoppa-Sports school road from km 0.00 to 4.80
For Maintenance Length 0.00 1.70 1.70 more than 5 yrs
1.70 4.80 3.10 less than 5 yrs
Total Maintenance Length 4.80
Overlap Length 0.00
Total NFL length 0.00 0.00
Total DLP length 0.00 0.00 0.00
Appendix E ongoing work 0.00
Total length of road 4.80
(16) Chippalaktti-Kunnal road from km 0.00 to 5.60
For Maintenance Length 0.00 3.25 3.25 less 5 yrs
3.25 5.60 2.35 more than 5 yrs
Total Maintenance Length 5.60
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 5.60
(19)K-Junipeth-Gonaganur-Basaragi road from km 0.00 to 7.80
For Maintenance Length 0.00 1.00 1.00 less 5 yrs
1.00 7.80 6.80 more than 5 yrs
Total Maintenance Length 7.80
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 7.80
(24) Hulkunda to Kalliguddi Taluka border road from km 0.00 to 3.34
For Maintenance Length 0.00 3.34 3.34 more than 5 yrs
Total Maintenance Length 3.34
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 3.34
(25) Totagatti to Chandaragi-Katkol link road from km 0.00 to 3.01
For Maintenance Length 0.00 3.01 3.01 less than 5 yrs
Total Maintenance Length 3.01
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 3.01
(26) Hosur-Chippalakatti-Tondikatti road from km 0.00 to 4.60
For Maintenance Length 0.00 1.00 1.00 more than 5 yrs
1.00 4.60 3.60 more than 5 yrs
Total Maintenance Length 4.60
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 4.60
(27) Chikkopa KS to Hirekoppa KS-Mugalihal road from km 0.00 to 3.70
For Maintenance Length 0.00 3.70 3.70 more than 5 yrs
Total Maintenance Length 3.70
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 3.70
(29)Katkol-Korakoppa road from km 0.00 to 1.00 and 3.80 to 6.00 in Ramdurg Taluka
For Maintenance Length 0.00 1.00 1.00 more than 5 yrs
3.80 6.00 2.20 more than 5 yrs
Total Maintenance Length 3.20
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 3.20
(1) Mullur-Maradagi from km 0.00 to 10.50 and 12.33 to 14.20
For Maintenance Length 0.00 11.00 11.00 more than 5 years
0.00 less than 5 years
Total Maintenance Length 12.87
Total NFL length 0.00
Total DLP length
ongoing work 0.00
Total length of road 12.87
(3) ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಕಲಹಾಳ-ಚಿಕ್ಕೊಪ್ಪ ರಸ್ತೆ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 0.00 ರಿಂದ 4.20 ರವರೆಗೆ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆ ಮಾಡುವುದು.
For Maintenance Length 0.00 1.00 1.00 more than 5 years
1.00 1.90 0.90 less than 5 years
Total Maintenance Length 4.20
Total NFL length 1.00
Total DLP length
ongoing work 0.00
Total length of road 4.20
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 Mudenur-Salapur from km 0.00 to 9.87 and 12.22 to 14.16 road in Ramdurg Taluka for the year 2026-27
ESTIMATED COST RS :- 6.00 Lakhs
PWD/2026-27/RD/WORK_INDENT42080
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.
Name of work: Annual Maintanace of Mudenur-Salapur from km 0.00 to 9.87 and 12.22 to 14.16 road in Ramdurg Taluka for the year 2026-27
Estimated Cost (Rs. In Lakhs) Rs 6.00
Administratively sanctioned under No. Date.
Techanically sanctioned under No. Date.
Estimate prepared by Devaraddi.P. (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 Mudenur-Salapur from km 0.00 to 9.87 and 12.22 to 14.16 road in Ramdurg Taluka for the year 2026-27
ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುದೇನೂರ ಸಾಲಾಪೂರ ರಸ್ತೆ ಕಿ.ಮೀ 0.0 ರಿಂದ 9.87 ಕಿ.ಮೀ ರ ವರಗೆಮತ್ತು ಕಿ.ಮೀ 12.22 ರಿಂದ ಕಿ.ಮೀ 14.16 ರ ವರಗೆ ನಿರ್ವಹಣೆ ರಸ್ತೆಯ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗೆ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಸದರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗಾಗಿ 2025-26 ನೇ ಸಾಲಿಗಾಗಿ ಸಿದ್ಧಪಡಿಸಿದ ಕ್ರಿಯಾ ಯೋಜನೆ ಕ್ರ.ಸಂ. 05 ರನ್ವಯ ಒಟ್ಟು ಮೊತ್ತ ರೂ. 6.00 ಲಕ್ಷ ಲೆಕ್ಕ ಶೀರ್ಷಕೆ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಅನುವು ಇರುತ್ತದೆ. ವಾಹನ ಸಂಚಾರದಿಂದ ಮತ್ತು ಮಳೆಯಿಂದಾಗಿ ರಸ್ತೆಯ ಮೇಲ್ಮೆಯ ಮೇಲೆ ಸಾಕಷ್ಟು ತಗ್ಗು ಗುಂಡಿಗಳು ಬಿದ್ದಿರುತ್ತದೆ. ಹಾಗೂ ನಿರ್ವಹಣೆಗೆ ಬಾರದೆ ಇರುವ ಸರಪಳಿಯಲ್ಲಿ ಮೋರಮ್ ಅನ್ನು ಹಾಕಿ ತಗ್ಗು ಗುಂಡಿ ಮುಚ್ಚಲಾಗುವುದು.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) Clearing and Grubbing Road Land-Clearing and grubbing road.
2) Maintenance of Earth Shoulder.
3) The maintenance of drains.
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 by restoring the Granular Base course using material confirming to WBM Grade -II with type BSereenings standards.
7) White washing of parapet walls of CD work and tree truncks.
8) Maintenance of 200 m and km stones:
9) Road furnitures.
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. 6.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.
ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜೀನಿಯರರು, ಲೋಕೋಪಯೊಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ ರಾಮದುರ್ಗ
P.W.D.CODE PARA - 133
Name of work: Annual Maintanace of Mudenur-Salapur from km 0.00 to 9.87 and 12.22 to 14.16 road 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 Mudenur-Salapur from km 0.00 to 9.87 and 12.22 to 14.16 road 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 488222.35
2 Road Furnitures 18575.55
4 MISC AND ROUND OFF 1978.48 1972.45
SAY Rs:-(Laks) 6.00
PWD/2026-27/RD/WORK_INDENT42080
Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg Executive Engineer, PWD,Belgaum Dn.Belgaum
Name of work: Annual Maintanace of Mudenur-Salapur from km 0.00 to 9.87 and 12.22 to 14.16 road 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) 257.04 100 m2 393.00 101016.72
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) 1345.20 sqm 39.00 52462.80
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) 560.50 m 6.00 3363.00
4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 112.10 sqm 97.00 10873.70
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 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) 420.38 Sqm 388.00 163105.50
6 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 manualmeans 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) 247.88 Sqm 635.00 157400.63
10 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
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
11 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
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 0.00 cum 2453.00 0.00
Total: 488222.35
Road Furnitures
12 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 0.00 Sqm 109.00 0.00
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, 141.65 Sqm 27.00 3824.55
14 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,(Rate Including 18% GST). 0.00 No 2047.00 0.00
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 Painting two coats with synthetic enamel paint.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24] 11.00 Km 206.00 2266.00
9 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] 11.00 Km 1135.00 12485.00
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 each 3591.00 0.00
20 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1 0.00 No 5861.00 0.00
12 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1 0.00 No 3586.00 0.00
14 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 No 1984.00 0.00
Total: 18575.55
Total Rs:- 506797.90
Road Maintenance (Total):- 506797.90
Assistant Executive Engineer
PWD,Sub-Dn.,Ramdurg
Name of work: Annual Maintanace of Mudenur-Salapur from km 0.00 to 9.87 and 12.22 to 14.16 road 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)
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms
Deduct 40% voids -17936.00 "
Deduct village limits
Obalapur Village -2 100.00 2.00 -400.00 "
Soppadla Village -2 100.00 2.00 -400.00 "
Total 25704.00 sqm
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms
Deduct 60% voids -26904.00 "
Deduct village limits "
Obalapur Village -2 100.00 2.00 -400.00 "
Soppadla Village -2 100.00 2.00 -400.00 "
Grand Total 25704.00 sqm
say in 100 sqm 257.04 100 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)
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms 2 4% 11210.00 1.5 1345.2 Sqm
Total: 1345.20 sqm
G Total: 1345.20 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)
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms 1 11210.00 5% 560.50 "
Total: 560.50 mtr
G Total: 560.50 mtr
4 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes,(Rate Including 18% GST).
4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms 2 5.0% 11210.00 0.10 112.10 "
Total: 112.10 Sqm
G Total: 112.10 Sqm
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. (P.No. 93, I.No. 10.15(i), Vol-3)
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms
Total: 420.38 Sqm
G Total: 420.38 Sqm
6 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 manualmeans 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)
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms
Total: 247.88 Sqm
Grand Total: 247.88 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
1) Mulluru-Maradagi road from km 0.00 to 10.50 & 12.33 to 14.20
Maintanance length 12.87kms
Grand Total: 0.00 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)
1. Aurad Sadashivgad Road (SH-34) from Km 442.19 to 447.80 Km 452.77 to 453.80, Km 457.05 to 458.28, Km 458.28 to 460.00 , Km 460.00 to 460.36, 462.57 to 464.876 & Km 466.91 to 479.89 (City limits Km 464.876 to 466.91)
Near to Rankalkoppa Village 1 450.00 10.00 4500 Sqm
Total: 4500.00 sqm
2. Ramdurg-Manvi Road (SH-14) from Km 0.00 to Km 13.00
Total: 3000.00 sqm
Grand Total: 0.00 Sqm
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)
1. Aurad Sadashivgad Road (SH-34) from Km 442.19 to 447.80 Km 452.77 to 453.80, Km 457.05 to 458.28, Km 458.28 to 460.00 , Km 460.00 to 460.36, 462.57 to 464.876 & Km 466.91 to 479.89 (City limits Km 464.876 to 466.91)
Near to Rankalkoppa Village 1 300.00 10.00 0.025 75.00 cum
Total: 75.00 cum
2. Ramdurg-Manvi Road (SH-14) from Km 0.00 to Km 13.00
Grand Total: 0.00 cum
10 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
Guard Stone Painting
Total: 576.00 Sqm
2. Ramdurg-Manvi Road (SH-14) from Km 0.00 to Km 13.00 1500 0.600 0.600 540.00 Sqm
Total: 540.00 Sqm
Grand Total: 0.00 Sqm
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,
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms
CD walls 4 2 6 0.6 14.40 Sqm
Total: 141.65 Sqm
12 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,(Rate Including 18% GST).
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 Painting two coats with synthetic enamel paint.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24]
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms
Grand Total: 11.00 Km
9 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]
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms
Grand Total: 11.00 Km
Assistant Executive Engineer
PWD,Sub-Dn.,Ramdurg
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)
Mudenur Salapur road from km 0.00 to 9.87 & 12.20 to 14.16
Maintanance length 11.21 kms
At Curves & Village Limits 1.0 5.00 5.00 each
Total: 5.00 each
Grand Total: 0.00 each
18 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1
1. Aurad Sadashivgad Road (SH-34) from Km 442.19 to 447.80 Km 452.77 to 453.80, Km 457.05 to 458.28, Km 458.28 to 460.00 , Km 460.00 to 460.36, 462.57 to 464.876 & Km 466.91 to 479.89 (City limits Km 464.876 to 466.91)
For Taluka Border near Kadlikoppa village 2 2.00
2. Ramdurg-Manvi Road (SH-14) from Km 0.00 to Km 13.00
For Taluka Border near Karadigudda Village 1 1.00
Grand Total: 0.00 No
12 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1
1) Hoskeri bennur road From Km 0.00 to 5.30
Maintanance length 5.30 kms
Atcurves 10 10.00
Total: 10.00 No
(2) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms
At curves 5 5.00
(3) Halagtti mulangi Hiretadasi road from km 1.80 to 11.36
Maintanance length 9.56 kms
At curves 10 10.00
Total: 10.00 No
Grand Total: 0.00 No
14 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.
1) Hoskeri bennur road From Km 0.00 to 5.30
Maintanance length 5.30 kms
All Type of Sign Boards 8 8.00
(2) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms
All Type of Sign Boards 4 4.00
(3) Halagtti mulangi Hiretadasi road from km 1.80 to 11.36
Maintanance length 9.56 kms
All Type of Sign Boards 8 8.00
Grand Total: 0.00 No
Name of work: Annual Maintanace of Mudenur-Salapur from km 0.00 to 9.87 and 12.22 to 14.16 road 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 Vol-III 2.5.ii.a 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 Vol-III 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 Vol-III 16.19 6.00 6.00
4 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes,(Rate Including 18% GST). m3 91 Vol-III 10.1 188.00 188.00
4 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 Vol-III 10.2 97.00 97.00
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. (P.No. 93, I.No. 10.15(i), Vol-3) Sqm 93 Vol-III 10.15(i) 388.00 388.00
6 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 manualmeans 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 Corizendum-1 2023-24 Issue Rate 635.00 635.00
8 Clearing of land slide in hard rock requiring blasting for 50 percent of the boulders and disposal of the same on the valley side. Cum 92 Vol-III 10.12 122.00 122.00
9 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Vol.1, P.No.16, I.No.2.5.1) Cum 16 Vol-I 2.5.1 6630.00 6630.00
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 Vol-III 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 Vol-III 5.31 10152.00 10152.00
10 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces sqm 66 Vol-III 8.1 109.00 109.00
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 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 148 Vol-III 16.26 27.00 27.00
12 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,(Rate Including 18% GST). No 147 Vol-III 16.20 (i) 2047.00 2047.00
9 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 Vol-III 16.24(i) 206.00 206.00
10 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 Vol-III 16.24(ii) 1135.00 1135.00
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) No 74 Vol-III 8.43 365.00 365.00
16 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 Vol-III 8.15 478.00 478.00
12 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) each 63 Vol-III 8.5.A. (ii) 3591.00 3591.00
18 Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. I No:8.55 P No-79 vol No-1 No 79 Vol-I 8.56 5861.00 5861.00
19 Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. I No:10.6 P No-92 vol No-1 mt 92 Vol-I 10.60 5.00 5.00
20 Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material I No:10.9 P No-92 vol No-1 mt 92 Vol-I 10.62 64.00 64.00
12 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. I No:8.48 P No-76 vol No-1 No 76 Vol-I 8.48 3586.00 3586.00
12 Welding by gas or electric plant including transportation of plant at site etc. complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge 10cm 83 2 11.22 22.00 22.00
14 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 Vol-III 16.22 1984.00 1984.00
Assistant Executive Engineer Executive Engineer
PWD,Sub-Dn.,Ramdurg PWD, Div.Belgaum.
Name of the Road :- MUDENUR SALAPUR ROAD (MDR) (RIS ID-RMG22)
Road Category: MDR Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD
Long 75.3297 Long 75.3047
Ramapur L T Village Obalapur Village Soppadla Village Dadibhavi Tanda Soman Tanda Salapur Cross
Carriage Way Over lap New SH
3.75 m Exist CW
5.50 m 5054-2021-22WMM 150mm, GSB 100mm, M30 Concrete 200mm
Carriage Way 5054-SDP (21-22) BMP -WI 149365 WI : 149365, WMM 150mm, BM 50mm, SDBC 25mm. 5054-SDP-2021-22(Gen) (WI 149450,) WMM 150mm, BM 50mm, SDBC 25mm. 5054-SDP (21-22) BMP -WI 149365 WI : 149365, WMM 150mm, BM 50mm, SDBC 25mm. Saving Amount 3054 Over lap New SH 5054-SDP WI-149365 (21-22) BMP WI : 149365, WMM 150mm, BM 50mm, SDBC 25mm.
Last 5 Year development length 2026-27 Last 5 Year development length 2026-27 Last 5 Year development length 2026-27 Saving Amount 3054 Over lap New SH Last 5 Year development 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 0.00 to 4.80, 5.10 to 14.20 13.51 Saving Amount 3054 9.87 10.22 RC 0.35 Last 5 Year development length 2026-27 0.00 2.73 Maint 2.73 Ramapur LT 2.00 2.20 0.20
Last 5 Year development length Intermediate lane 4.80 to 5.10 0.30 0.00 0.00 RC 0.00 Last 5 Year development length 2026-27 2.73 3.84 Maint 1.11 Obalaur 4.000 4.200 0.200
Work Approved / progress 2025-26 Two lane 0 0.00 0.00 0.00 CC Road 0.00 Last 5 Year development length 2026-27 3.84 9.87 Maint 6.03 Sopladla 7.50 7.60 0.10
NFL Two lane + PS 0 0.00 Total Length (in Km) 0.35 Last 5 Year development length 2026-27 12.82 14.16 Maint 1.34 Dadibavi Tanda 10.00 10.20 0.20
Major Bridges Four lane 0 0.00 4). On going works Last 5 Year development length 2026-27 0.00 0.00 Maint 0.00 Name 5 0.00 0.00 0.00
Minor Bridges Major Bridges 0 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Total Length (in Km) 11.21 Name 6 0.00 0.00 0.00
CD Minor Bridges 2 Nos (4.10, 6.10) SCP 0.00 0.00 Wd 0.00 Total Length (in Km) 0.70
Village/ City Name Railway Crossing 0 0.00 0.00 RC 0.00
Railway Crossing Overlap Length 10.22 to 12.22 2.60 0.00 0.00 CC Road 0.00
Total Length (in Km) 11.21 Total Length (in Km) 0.00
2025-26 Maintenance Abstract
Description Length in KM 5). Eligible for Renewal 1). Completed Works and under DLP
Last 5 Year development length 11.21 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) No. Details Length Other Department Works
APPENDIX-E Renewal 0.00 0.00 Ren 0.00 0.00 0.00 RC 0.00 1 1). Completed Works and under DLP 0.00 Under From To L (in Km)
More than 5 Year development length 0.00 0.00 0.00 ST 0.00 2 2).Maintenance for 2026-27 11.21 KRDCL 0.00
0.00 0.00 Ren 0.00 3 3).Proposed works under Annual Works 2025-26 0.35 KSHIP 0.00
Total Maintenance Length 11.21 0.00 0.00 Wd 0.00 4 4). On going works 0.00 SHDP 0.00
Total Length (in Km) 0.00 5 5). Eligible for Renewal 0.00 Total Length (in Km) 0.00
Total length of the road 11.21 Total Length (in Km) 11.56
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