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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 1 Naganur Naganur Tandar road from km 0.00 to 4.00 2 SH-34 to Channapur L Tanda road from km 0.00 to 3.20 in Ramdurg Taluka for the year 2026- 27(Reserved for Category-II(A) only).
PWD/2026-27/RD/WORK_INDENT42082
PWD/2026-27/RD/WORK_INDENT42082
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) Hosakeri-Bennur road from km 0.00 to 5.30
For Maintenance Length 0.00 5.30 5.30 more than 5 years
0.00 0.00 0.00 less than 5 years
Total Maintenance Length 5.30
Total NFL length 0.00
Total DLP length
ongoing work 0.00
Total length of road 5.30
(2) Naganur-Naganur Tandar road from km 0.00 to 4.00
For Maintenance Length 0.00 4.00 4.00 more than 5 years
0.00 0.00 0.00 less than 5 years
Total Maintenance Length 4.00
Total NFL length 0.00
Total DLP length
ongoing work 0.00
Total length of road 4.00
(3) Halagatti-Mulangi-Hiretadasi road from km 0.00 to 11.36
For Maintenance Length 1.80 11.36 9.56 more than 5 years
0.00 0.00 0.00 less than 5 years
Total Maintenance Length 9.56
Overlap Length 0.00 0.00 0.00
Total NFL length 0.00
Total DLP length
ongoing work 0.00 0.00 0.00
Total length of road 9.56
ongoing work 0.00 0.00 0.00
Total length of road 0.00
Total length of road 9.56
GOVERNMENT OF KARNATAKA
(PUBLIC WORKS DEPARTMENT)
COMMUNICATION & BUILDINGS
NORTH (ZONE) DHARWAD
EXECUTIVE ENGINEER
(Public Works Department)
BELGAUM DIVISION BELGAUM
Name of Work: Annual Maintanace of 1)Naganur-Naganur Tandar road from km 0.00 to 4.00 2)SH-34 to Channapur L Tanda road from km 0.00 to 3.20 in Ramdurg Taluka for the year 2026-27
ESTIMATED COST RS :- 6.00 Lakhs
PARAGRAPH 130 (A) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE
Division. PWD.Belgaum Division.Belgaum
Sub - Division. PWD, Sub- Dn.Ramdurg.
Fund Head. 3054-MDR MAINTENANCE
Department Head.
Name of Work: Annual Maintanace of 1)Naganur-Naganur Tandar road from km 0.00 to 4.00 2)SH-34 to Channapur L Tanda road from km 0.00 to 3.20 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 1)Naganur-Naganur Tandar road from km 0.00 to 4.00 2)SH-34 to Channapur L Tanda road from km 0.00 to 3.20 in Ramdurg Taluka for the year 2026-27
ರಾಮದುರ್ಗ ತಾಲೂಕಿನ 2) ನಾಗನೂರದಿಂದ ನಾಗನೂರ ತಾಂಡ ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ ಕಿ.ಮೀ 4.00 ರ ವರಗೆ ನಿರ್ವಹಣೆ 3) SH-34 to Channapur L Tanda road from km 0.00 to 3.20 ರ ವರಗೆ ರಸ್ತೆಯ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗೆ ಪರಿಗಣಿಸಲಾಗಿದೆ. ಸದರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗಾಗಿ 2026-27 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. 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
Name of Work: Annual Maintanace of 1)Naganur-Naganur Tandar road from km 0.00 to 4.00 2)SH-34 to Channapur L Tanda road from km 0.00 to 3.20 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 496021.20
2 Road Furnitures 12316.51
4 MISC AND ROUND OFF 161.50 161.51
SAY Rs:-(Laks) 6.00
PWD/2026-27/RD/WORK_INDENT42082
Assistant Executive Engineer, PWD,Sub-Dn.,Ramdurg Executive Engineer, PWD,Belgaum Dn.Belgaum
Name of Work: Annual Maintanace of 1)Naganur-Naganur Tandar road from km 0.00 to 4.00 2)SH-34 to Channapur L Tanda road from km 0.00 to 3.20 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) 74.40 100 m2 393.00 29239.20
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) 2160.00 sqm 39.00 84240.00
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) 2160.00 m 6.00 12960.00
4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 72.00 sqm 97.00 6984.00
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 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) 401.00 Sqm 388.00 155588.00
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) 326.00 Sqm 635.00 207010.00
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
Total: 496021.20
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, (Rate Including 18% GST). 108.50 Sqm 27.00 2929.51
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] 7.00 Km 206.00 1442.00
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] 7.00 Km 1135.00 7945.00
11 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
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 #REF! #REF! #REF! 1984.00 #REF!
Total: 12316.51
Total Rs:- 508337.71
Road Maintenance (Total):- 508337.71
Assistant Executive Engineer
PWD,Sub-Dn.,Ramdurg
Name of Work: Annual Maintanace of 1)Naganur-Naganur Tandar road from km 0.00 to 4.00 2)SH-34 to Channapur L Tanda road from km 0.00 to 3.20 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)
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.0 kms
Deduct 40% voids -3200.00 "
Deduct village limits
Naganur Tanda -2 100.00 1.00 -200.00 "
Total: 4400.00 sqm
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20
Maintanance length 3.20kms
Deduct 40% voids -2560.00 "
Deduct village limits
Chennapur DLT -2 300.00 1.00 -600.00 "
Chennapur SLT -2 100.00 1.00 -200.00 "
Total: 3040.00 "
Sub Total: 7440.00 sqm
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.0 kms
Deduct 60% voids -4800.00 "
Deduct village limits
Naganur Tanda -2 100.00 1.00 -200.00 "
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20
Maintanance length 3.20kms
Deduct 60% voids -3840.00 "
Deduct village limits
Chennapur DLT -2 300.00 1.00 -600.00 "
Chennapur SLT -2 100.00 1.00 -200.00 "
Total: 0.00 sqm
Grand Total: 7440.00 sqm
say in 100 sqm: 74.40 100 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)
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.0 kms 2 10% 4000.00 1.5 1200.0 "
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20 2 10% 3200.0 1.5 960.0 Sqm
Maintanance length 3.20kms
Total: 2160.00 sqm
G Total: 2160.00 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)
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms 1 4000.00 30% 1200.00 "
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20 "
Maintanance length 3.20kms 1 3200.00 30% 960.00 "
Total: 2160.00 "
G Total: 2160.00 Mtr
4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms 2 5.0% 4000.00 0.10 40.00 "
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20
Maintanance length 3.20kms 2 5.0% 3200.00 0.10 32.00 "
G Total: 72.00 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)
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20
Maintanance length 3.20kms
Total: 401.00 Sqm
G Total: 401.00 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)
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20
Maintanance length 3.20kms
Total: 326.00 Sqm
Grand Total: 326.00 Sqm
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, (Rate Including 18% GST).
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms
CD walls 6 2 6.00 0.6 43.20 Sqm
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20
Maintanance length 3.20kms
CD walls 2 2 6.00 0.6 14.40 Sqm
Total: 108.50 Sqm
Grand Total: 108.50 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]
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20
Maintanance length 3.20 kms 1 3.0 3.0
Grand Total: 7.00 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]
(2) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20
Maintanance length 3.20 kms 1 3.0 3.0
Grand Total: 7.00 Km
11 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)
(1) Naganur to Naganur tanda Road from km 0.00 to 4.00
Maintanance length 4.00kms
At Curves & Village Limits 1.00 2.00 2.00 No
(2)SH-34 to Chennapur tanda Road from km 0.00 to 3.20
At Curves & Village Limits 1.00 2.00 0.00 No
Grand Total: 0.00 No
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
Assistant Executive Engineer Executive Engineer
PWD,Sub-Dn.,Ramdurg PWD, Div.Belgaum.
Name of Work: Annual Maintanace of 1)Naganur-Naganur Tandar road from km 0.00 to 4.00 2)SH-34 to Channapur L Tanda road from km 0.00 to 3.20 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 2.5a 393.00 393.00
2 Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor Note: The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal (P.No. 91, I.No. 10.3, Vol-3) sqm 91 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 Corrizendum-1 2023-24 635.00 635.00
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 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, (Rate Including 18% GST). 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
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] km 148 Vol-III 16.24(i) 206.00 206.00
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] km 148 Vol-III 16.24(ii) 1135.00 1135.00
10 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (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
11 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 63 Vol-III 8.5. a.2 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 :- NAGANUR TO NAGANUR TANDA ROAD (MDR) (RIS ID-RMG28)
Long 75.3593 Long 75.3810
Naganur Village Salapur Cross Naganur Tanda
Carriage Way Maintenance Length 2026-27
Maintenance Length 2026-27
Chainage L= 4.00
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 4.00 4.00 APPENDIX-E 0.00 0.00 RC 0.00 More than 5 years Maintenance Work 0.00 4.00 Maint 4.00 Naganur 0.00 0.20 0.20
Last 5 Year development length Intermediate lane 0 0.00 0.00 0.00 RC 0.00 Naganut LT 4.100 4.300 0.200
Work Approved / progress 2026-27 Two lane 0 0.00 0.00 0.00 CC Road 0.00 0.00
NFL Two lane + PS 0 0.00 Total Length (in Km) 0.00 Total Length (in Km) 4.00 0.00
Major Bridges Four lane 0 0.00 4). On going works 1). Completed Works and under DLP 0.00
Minor Bridges Major Bridges 0 0 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) 0.00
CD Minor Bridges 0 0 SCP 0.00 0.00 Wd 0.00 0.00 0.00 RC 0.00 Total Length (in Km) 0.40
Village/ City Name Railway Crossing 0 0 0.00 0.00 RC 0.00 0.00 0.00 ST 0.00
Railway Crossing Overlap Length 0 0.00 0.00 0.00 CC Road 0.00 0.00 0.00 Ren 0.00
Total Length (in Km) 4.00 Total Length (in Km) 0.00 0.00 0.00 Wd 0.00
2026-27 Maintenance Abstract 5). Eligible for Renewal Total Length (in Km) 0.00
Description Length in KM HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)
Last 5 Year development length 0.00 APPENDIX-E Renewal 0.00 0.00 Ren 0.00 No. Details Length Other Department Works
1 1). Completed Works and under DLP 0.00 Under From To L (in Km)
More than 5 Year development length 4.00 2 2).Maintenance for 2026-27 4.00 KRDCL 0.00
3 3).Proposed works under Annual Works 2025-26 0.00 KSHIP 0.00
Total Maintenance Length 4.00 4 4). On going works 0.00 SHDP 0.00
5 5). Eligible for Renewal 0.00 Total Length (in Km) 0.00
Total length of the road 4.00 Total Length (in Km) 4.00
Name of the Road :-S H - 34 - CHANNAPUR L TANDA (MDR)(RIS ID-RMG224)
Road Category: MDR Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD
SH 34 CHENNAPUR L T CROSS CHENNAPUR D L T
Carriage Way More than 5 years Maintenance Work 2026-27
More than 5 years Maintenance Work 2026-27
Chainage L= 3.20
Structure Chainage 5.00
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 Maintenance for 2026-27 Single Lane 0.00 to 3.20 3.20 APPENDIX-E 0.00 0.00 RC 0.00 More than 5 years Maintenance Work 0.00 3.20 Maint 3.20 Channapur DLT 2.00 2.20 0.20
Last 5 Year development length Intermediate lane 0 0.00 0.00 0.00 RC 0.00 0.00 0.00 Maint 0.00 Channapur SLT 3.500 3.600 0.100
Work Approved / progress 2026-27 Two lane 0 0.00 0.00 0.00 CC Road 0.00 0.00 0.00 Maint 0.00 0.00
NFL Two lane + PS 0 0.00 Total Length (in Km) 0.00 Total Length (in Km) 3.20 0.00
Major Bridges Four lane 0 0.00 4). On going works 1). Completed Works and under DLP 0.00
Minor Bridges Major Bridges 0 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) 0.00
CD Minor Bridges 0 SCP 0.00 0.00 Wd 0.00 0.00 0.00 RC 0.00 Total Length (in Km) 0.30
Village/ City Name Railway Crossing 0 0.00 0.00 RC 0.00 0.00 0.00 ST 0.00
Railway Crossing Overlap Length 0 0.00 0.00 0.00 CC Road 0.00 0.00 0.00 Ren 0.00
Total Length (in Km) 3.20 Total Length (in Km) 0.00 0.00 0.00 Wd 0.00
2026-27 Maintenance Abstract 5). Eligible for Renewal Total Length (in Km) 0.00
Description Length in KM HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)
Last 5 Year development length 0.00 APPENDIX-E Renewal 0.00 0.00 Ren 0.00 No. Details Length Other Department Works
1 1). Completed Works and under DLP 0.00 Under From To L (in Km)
More than 5 Year development length 3.20 2 2).Maintenance for 2026-27 3.20 KRDCL 0.00
3 3).Proposed works under Annual Works 2025-26 0.00 KSHIP 0.00
Total Maintenance Length 3.2 4 4). On going works 0.00 SHDP 0.00
5 5). Eligible for Renewal 0.00 Total Length (in Km) 0.00
Total length of the road 3.2 Total Length (in Km) 3.20
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