Annual manitenanace of 1) Installation of concrete on the damaged bridge at km 10.60 in Mulluru Maradagi Road 2) concrete and safety panels installation on the damaged bridge at km 5.60 in Chippalakatti Kunnal Road Under the maintenance of MDR bridges for the year 2025-26

GOVERNMENT OF KARNATAKA

(PUBLIC WORKS DEPARTMENT)

COMMUNICATION & BUILDINGS

NORTH (ZONE) DHARWAD

EXECUTIVE ENGINEER

(Public Works Department)

BELGAUM DIVISION BELGAUM

ಕಾಮಗಾರಿಯ ಹೆಸರು:1) 2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರು ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 10.60 ರಲ್ಲಿ ಬ್ರಿಡ್ಜ್ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಅಳವಡಿಸುವುದು. 2)2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಚಿಪ್ಪಳಕಟ್ಟಿ ಕುನ್ನಾಳ ತಾಲುಕಾ ಹದ್ದಿನವರಗೆ (ಜಿ.ಮು.ರ) ಕಿ. ಮೀ 5.60 ರಲ್ಲಿ ಸೇತುವೆಯ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಮತ್ತು ಸುರಕ್ಷಾ ಫಲಕ ಮಾಡುವುದು

ESTIMATED COST RS :- 10.00 Lakhs

ಕಾಮಗಾರಿಯ ಹೆಸರು:1) 2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರು ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 10.60 ರಲ್ಲಿ ಬ್ರಿಡ್ಜ್ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಅಳವಡಿಸುವುದು. 2)2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಚಿಪ್ಪಳಕಟ್ಟಿ ಕುನ್ನಾಳ ತಾಲುಕಾ ಹದ್ದಿನವರಗೆ (ಜಿ.ಮು.ರ) ಕಿ. ಮೀ 5.60 ರಲ್ಲಿ ಸೇತುವೆಯ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಮತ್ತು ಸುರಕ್ಷಾ ಫಲಕ ಮಾಡುವುದು

ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರು ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 9.80 ರಲ್ಲಿ ಸೇತುವೆಯ ಮೇಲಿನ ಸಿ.ಸಿ ಕಾಂಕ್ರೀಟ್‌ ಮಳೆಯಿಂದ ಹಾಗೂ ಪ್ರವಾಹದಿಂದ ಕಿತ್ತು ಹೋಗಿದ್ದು. ಕಬ್ಬಿನದ ಎಳೆಗಳು ಕಾಣುತ್ತಿದ್ದು. ಹಾಗೂ ವಾಹನ ಸವಾರರಿಗೆ ತೊಂದರೆ ಉಂಟಾಗುತ್ತಿದೆ. ಆದ್ದರಿಂದ ಸದರಿ ರಸ್ತೆಯ ಮೇಲೆ ಇರುವ ಮೇಲ್ಮೈ ಪದರವನ್ನು ತೆಗೆದು ಹಾಕಿ ಕಾಂಕ್ರೀಟ್‌ ಅಳವಡಿಸುವುದು ಹಾಗೂ ಎರಡು ಬದಿಗೆ ಗಾರ್ಡ ಸ್ಟೋನ್‌ ಅಳವಡಿಸುವುದು ಅವಶ್ಯಕವಿರುತ್ತದೆ. ಅದರಂತೆ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಚಿಪ್ಪಳಕಟ್ಟಿ ಕುನ್ನಾಳ ತಾಲುಕಾ ಹದ್ದಿನವರಗೆ (ಜಿ.ಮು.ರ) ಕಿ. ಮೀ 5.60 ರಲ್ಲಿ ಸೇತುವೆಯ ಮೇಲ್ಮೈ ಕಾಂಕ್ರಿಟ್‌ ಕಿತ್ತು ಹೊಗಿರುತ್ತದೆ ಹಾಗೂ ಸೇತುವೆಯ ಅಪ್ರೋಚ್‌ ಕಿತ್ತು ಹೋಗಿ ತೆಗ್ಗು ಬಿದ್ದಿರುತ್ತದೆ. ಅದ್ದರಿಂದ 2025-26 ನೇ ಸಾಲಿನ ರಾಜ್ಯ ಹೆದ್ದಾರಿ ಸೇತುವೆ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಕೈಗೆತ್ತಿಕೊಳ್ಳಲಾಗಿದೆ.

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ.

2) Preparation and surface treatment

3) wet mix macadam

4) plain cement concrete pavement

5)Boundary Stones and Cautionary Boards

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

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜೀನಿಯರರು, ಲೋಕೋಪಯೊಗಿ ಇಲಾಖೆ ಉಪವಿಭಾಗ ರಾಮದುರ್ಗ

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.

ಕಾಮಗಾರಿಯ ಹೆಸರು:1) 2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರು ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 10.60 ರಲ್ಲಿ ಬ್ರಿಡ್ಜ್ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಅಳವಡಿಸುವುದು. 2)2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಚಿಪ್ಪಳಕಟ್ಟಿ ಕುನ್ನಾಳ ತಾಲುಕಾ ಹದ್ದಿನವರಗೆ (ಜಿ.ಮು.ರ) ಕಿ. ಮೀ 5.60 ರಲ್ಲಿ ಸೇತುವೆಯ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಮತ್ತು ಸುರಕ್ಷಾ ಫಲಕ ಮಾಡುವುದು

Estimated Cost (Rs. In Lakhs) Rs 10.00

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by Shri.Devaraddi T. JE

Checked by Shri.Ravikumar N .AEE

General Description

~: ಪ್ರತ್ಯೇಕವಾಗಿ ಲಗತ್ತಿಸಲಾಗಿದೆ :~

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

ಕಾಮಗಾರಿಯ ಹೆಸರು:1) 2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರು ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 10.60 ರಲ್ಲಿ ಬ್ರಿಡ್ಜ್ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಅಳವಡಿಸುವುದು. 2)2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಚಿಪ್ಪಳಕಟ್ಟಿ ಕುನ್ನಾಳ ತಾಲುಕಾ ಹದ್ದಿನವರಗೆ (ಜಿ.ಮು.ರ) ಕಿ. ಮೀ 5.60 ರಲ್ಲಿ ಸೇತುವೆಯ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಮತ್ತು ಸುರಕ್ಷಾ ಫಲಕ ಮಾಡುವುದು

RECAPTULATION SHEET

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

1 ESTIMATE - Maintenance of Bridges 846169.33 846104.33

3 Misc. and Contigency 1520.19 1596.89

PWD/2025-26/BR/WORK_INDENT30618

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

ಕಾಮಗಾರಿಯ ಹೆಸರು:1) 2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರು ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 10.60 ರಲ್ಲಿ ಬ್ರಿಡ್ಜ್ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಅಳವಡಿಸುವುದು. 2)2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಚಿಪ್ಪಳಕಟ್ಟಿ ಕುನ್ನಾಳ ತಾಲುಕಾ ಹದ್ದಿನವರಗೆ (ಜಿ.ಮು.ರ) ಕಿ. ಮೀ 5.60 ರಲ್ಲಿ ಸೇತುವೆಯ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಮತ್ತು ಸುರಕ್ಷಾ ಫಲಕ ಮಾಡುವುದು

Estimate (Abstract)

Sl. no Description of Item Qty Unit Rate Amount

16 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,including setting out, shoring,strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 0.000 Cum 102.00 #REF! 0

17 Providing and laying in position plain cement oncrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates 0.00 Cum 5664.00 #REF! 0

18 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.000 Cum 6323.00 #REF! 0

19 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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- Add for shuttering works- 8% over head charges 0.000 Cum 505.84 #REF! 0

20 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing andtechnical specification (Sub structure of Bridges) 0.0000 T #REF! #REF! #REF!

21 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. (B) 1000mm dia 0.00 M 7958.00 #REF! 0

MDR Bridge Maintenance

1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref MORTH Specification No. 305.4.3 262.50 m2 6.00 1575.00 `

2 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per Clause 310 0.00 m2 4.00 0.00

3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MORTH Specification No.406. (A) Wet Mix Macadam (Plant mix method) 47.15 Cum 2559.00 120656.85

4 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 the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as 101.32 Cum 6639.00 672663.48

Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting 38.00 Each 733.00 27854.00

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 5.00 each 4684.00 23420.00

Total Rs :- 846169.33

Assistant Executive Engineer

PWD, Sub-Division.Ramdurg

ಕಾಮಗಾರಿಯ ಹೆಸರು:1) 2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುಳ್ಳೂರು ಮಾರಡಗಿ (ಜಿ.ಮು.ರ) ಕಿ.ಮೀ 10.60 ರಲ್ಲಿ ಬ್ರಿಡ್ಜ್ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಅಳವಡಿಸುವುದು. 2)2025-26 ನೇ ಸಾಲಿನ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಚಿಪ್ಪಳಕಟ್ಟಿ ಕುನ್ನಾಳ ತಾಲುಕಾ ಹದ್ದಿನವರಗೆ (ಜಿ.ಮು.ರ) ಕಿ. ಮೀ 5.60 ರಲ್ಲಿ ಸೇತುವೆಯ ಮೇಲೆ ಕಾಂಕ್ರೀಟ್‌ ಮತ್ತು ಸುರಕ್ಷಾ ಫಲಕ ಮಾಡುವುದು

Estimate (Measurement)

Sl. no Description of Item Nos Measurement Qty Unit

CD Works-HMP culverts-1000 dia

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,including setting out, shoring,strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work

SH-83 MUNAVALLI KOTAMACHAGI ROAD

Head wall 2 1 15 1.2 1 36

Pipe seating 5 1 5.3 1 0.75 19.875

HMP Culverts- 10mtr wide- 2 Row at km #VALUE!

Pipe seating 0 1 8.9 3.6 1.2 0

CC Drain works 0

Batakurki village limts km 33.75 to 34.25 2 1 0 1.3 0.85 0

SH-55 YARAGATTI BABALESHWAR ROAD

Protection wall 1 1 10 1.5 1.6 24

GRAND TOTAL 0 #REF!

2 Providing and laying in position plain cement oncrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates

SH-83 MUNAVALLI KOTAMACHAGI ROAD

Pipe seating 5 1 5.3 1 0.1 2.65

HMP Culverts- 10mtr wide- 2 Row . #VALUE!

Pipe seating 0 1 8.9 3.6 0.1 0

CC Drain works 0

Batakurki village limts km 33.75 to 34.25 2 1 0 1.3 0.1 0

SH-55 YARAGATTI BABALESHWAR ROAD

Protection wall 1 1 10 1.5 0.1 1.5

GRAND TOTAL 0 #REF!

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

SH-83 MUNAVALLI KOTAMACHAGI ROAD

HMP Culverts- 10mtr wide- 2 Row

deduct for pipe 0 -2 0.785 1.00 0.725 0.00

SH-55 YARAGATTI BABALESHWAR ROAD

Protection wall footing 1 1 10 1.5 0.25 3.75

Protection wall 1 1 10 0.25 1.5 3.75

GRAND TOTAL 0.00 #REF!

4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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- Add for shuttering works- 8% over head charges

Add for shuttering works- 8% over head charges Qty Same as item no 18 0.00 #REF!

5 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing andtechnical specification (Sub structure of Bridges)

SH-83 MUNAVALLI KOTAMACHAGI ROAD

8mm Distribution bar @ 200c/c 1 1 25 15.00 0.38 142.50 kg

HMP Culverts- 10mtr wide- 2 Row

10mm dia main bar @ 150c/c 0 2 30 6.30 0.62 0.00 kg

8mm Distribution bar @ 200c/c 0 2 32 4.50 0.38 0.00

SH-55 YARAGATTI BABALESHWAR ROAD

Protection wall

8mm Distribution bar @ 200c/c 1 1 25 15.00 0.38 142.50 kg

6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. (B) 1000mm dia

SH-83 MUNAVALLI KOTAMACHAGI ROAD

HMP Culverts- 10mtr wide- 2 Row 0 2 10.00 0.00

1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref MORTH Specification No. 305.4.3

On Mullur Maradagi Road At Ch:10.60 to 10.638 1 35.00 7.50 262.50

Total 262.50 m2

2 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per Clause 310

On Mullur Maradagi Road At Ch:10.60 to 10.638 1 35.00 7.50 262.50

SH-83 MUNAVALLI KOTAMACHAGI ROAD

2 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MORTH Specification No.406. (A) Wet Mix Macadam (Plant mix method)

On Mullur Maradagi Road At Ch:10.60 to 10.638 1 35.00 7.50 0.10 26.25

On Chippalkatti Kunnal Road at Ch.5.60

On approach Road to Bridge at 5.60km 1 38 5.5 0.10 20.90

3 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 the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as

On Mullur Maradagi Road At Ch:10.60 to 10.638 1 35 7.50 0.20 52.50

On Chippalkatti Kunnal Road at Ch.5.60

both side Appron concrete 2 13 1.80 0.15 7.02

On approach Road to Bridge at 5.60km 1 38 5.5 0.20 41.80

Total 101.32 m3

5 Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting

On Mullur Maradagi Road At Ch:10.60 to 10.638 1 20 20.00

On Chippalkatti Kunnal Road at Ch.5.60 1 18 18.00

Total 38.00 Each

6 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

On Mullur Maradagi Road At Ch:10.60 to 10.638 1 3 3.00

On Chippalkatti Kunnal Road at Ch.5.60 1 2 2.00

Total 5.00 each

Assistant Executive Engineer

PWD, Sub-Division.Ramdurg

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S.No Material Rates Unit

SR Rate Issue Rate Diff

1 Bitumen 60/70 Bulk /Tonne Bitumen 80/100 Bulk 29760.00 35067.00 5307.00

2 Bitumen 80/100 Bulk /Tonne Bitumen 60/70 Bulk 30888.00 36078.00 5190.00

3 Bitumen Emulsion /Tonne

S. No Description of item Unit UNI S.R. 2023-24 Rate as per S.R. Add difference in cost Total Centring works charges 5% Area weightage 0% Total Rate (Rs.)

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

MDR Bridge Maintenance

1 1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref MORTH Specification No. 305.4.3 sqm 17 3.5 3 6.00 0.00 0.00 0.00 6.00 0.00 6.00

2 2 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per Clause 310 Sqm 18 3.11 3 4.00 0.00 0.00 0.00 4.00 0.00 4.00

3 3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MORTH Specification No.406. (A) Wet Mix Macadam (Plant mix method) Cum 26 4.17 3 2559.00 0.00 0.00 0.00 2559.00 0.00 2559.00

4 4 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 the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as Cum 149.00 6.28 3 6639.00 0.00 0.00 0.00 6639.00 0.00 6639.00

5 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 121 13.4 3.0 2126.00 0.00 0.00 0.00 2126.00 0.00 2126.00 13.4 (Vol 3) 121 m 2126.00 2126.00 0.00 2126.00

6 Boundary pillar / guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 67 8.18 3 748.00 0.00 0.00 0.00 748.00 0.00 748.00

7 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 each 63 8.5 (ii) 3 4684.00 0.00 0.00 0.00 4684.00 0.00 4684.00

Assistant Executive Engineer Executive Engineer

PW Department , Sub-Division.Ramdurg PW Department, Division.Belagavi.

Chippalkatti Kunnal Road Bridge at km 5.60