Improvements and Renewal of Munavalli Kotamuchagi (SH-83) From Km 56.00 to 63.140 (in Selected reaches) in Ramdurg taluka of Belagavi District.

GOVERNMENT OF KARNATAKA

(PUBLIC WORKS DEPARTMENT)

GOVT OF KARNATAKA

CHIEF ENGINEER COMMUNICATION & BUILDINGS NORTH (ZONE) DHARWAD

EXECUTIVE ENGINEER

(PUBLIC WORKS DEPARTMENT)

BELAGAVI DIVISION, BELAGAVI

Head of Account: 4059-80-051-0-60-132 CMIDP For The Year 2025-26

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 56.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

ESTIMATED COST RS :- 400.00 LAKHS

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

Division. PW Dept.Belgaum Division.Belgaum

Sub - Division. PW Dept.Sub- Dn.Ramdurg.

Department Head.

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 55.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

Estimated Cost Rs :- 400.00 Lakhs

Administratively sanctioned under No.AB/CMIDP/CR-01/2025-26 Date. 12-12-25

Techanically sanctioned under No. Date.

Estimate prepared by by Shri.Devaraddi Tolagatti JE

Estimate Checked by Shri.Ravikumar Nandihalli. AEE

(Call of Authority)

General Description

Assistant Executive Engineer, PW Dept.Sub-Dn.,Ramdurg Executive Engineer, PW Dept.Belgaum Dn.Belgaum

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 55.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83 ಕಿ.ಮೀ 8.30 ರಿಂದ 63.14 ರವರೆಗೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುತ್ತದೆ. 2021ರಿಂದ-2023 ರವರೆಗೆ ಸುರಿದ ಮಳೆಯಿಂದ ರಸ್ತೆಯು ಸಂಪೂರ್ಣ ಹಾಳಾಗಿರುತ್ತದೆ. ಕಿ. ಮೀ 56.00 ರಿಂದ 63.14 ರವರಗೆ ಸದರಿ ಕಾಮಗಾರಿಯನ್ನು ಮುಖ್ಯಮಂತ್ರಿಯವರ ಮೂಲಸೌಕರ್ಯ ಅಭಿವೃದ್ದಿ ನಿಧಿ ಇದರಲ್ಲಿ ಅಳವಡಿಸಿಕೋಂಡಿದ್ದೇವೆ. ಹಾಗೂ ಸದರಿ ರಸ್ತೆಯ ಮೇಲ್ಪದರು ಹಾಗೂ ಅಲ್ಲಲ್ಲಿ ರಸ್ತೆಯು ಹಾಳಾಗಿದ್ದು. ಕಿ.ಮೀ 56.00 ರಿಂದ 58.25 ರವೆರೆಗೆ ಡಿ.ಬಿ.ಎಮ್‌ ಹಾಗೂ 56.00 ರಿಂದ 63.14 ರವರೆಗೆ ಬಿ.ಸಿ ಹಾಗೂ ರಸ್ತೆಯ ಎರಡು ಬಾಹುವಿಗೆ ಮೊರಮ್‌ ಅನ್ನು ಹಾಗೂ ಸದರಿ ರಸ್ತೆಯ ಸರ್ವೇ ಕಾರ್ಯವನ್ನು ಕೈಗೊಂಡು ಸದರಿ ರಸ್ತೆಗೆ ಬೇಕಾಗುವ ಪ್ರೋಪೈಲ್‌ ತಿದ್ದುಪಡಿ ಮಾಡಿ ಬೇಕಾಗುವ ಪರಿಮಾಣವನ್ನು ಅಳವಡಿಸಿಕೊಂಡಿರುತ್ತೇವೆ. ಹಾಗೂ ರಸ್ತೆಯ ಪರ್ನೀಚರಗಳನ್ನು ಅನುದಾನಕ್ಕೆ ಅನುಗುಣವಾಗಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಿ ಅಡಳಿತಾತ್ಮಕ ಹಾಗೂ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಿದೆ.

ಈ ಕೆಳಗಿನ ಐಟಂಗಳನ್ನು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ.

1) Clearing and Grubbing Road Land.

2) Scarifying the existing bituminous road surface

3) Preparation and surface treatment .

4) Surface Drains in Soil Construction of unlined surface drains .

5) Construction of sub-grade and earthen shoulders.

6) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

7) Providing and applying primer coat with SS1 grade.

8) Tack coat on Bituminous surface.

9) Dense Graded Bituminous macadam Grading - ii for traffic >20 mSaA.

10) Providing and laying Bituminous Concrete

11) Road Furnitures

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24 ನೇ ಸಾಲಿನ ರಾಜ್ಯವ್ಯಾಪ್ತಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ.400.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 55.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

TRAFFIC PROJECTION

(Design of Road Crest)

(As per IRC: 37) - By Standard Axle Method

N = The cumulative No. of Standard axle to be created for, in design in terms of m.s.a.

A = Initial traffic in the year of completion of coinstruction in terms of the No. of commercial vehicles per day

D = Lane Distribution Factor 0.75 (Intermediate lane)

F = Vehicle Damage Factor (CV in range between 150 to1500) 3.90 (Plane Terrain)

n= Design life in Years 20 Years

r = Annual growth rate of Commercial vehicle 5 %

P = No. of Commercial Vehicle as per last count 626 Nos.

x = No. of Years between the last count and the year of completion of construction 1 Year

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Ramdurg PWD Division,Belagavi

Road Traffic Census Data - Form IV Report

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUs

DATED FROM 22/02/2023 to 23/02/2023

Zone : North Zone | Circle : Belgaum Circle | District : Belgaum | Division : Belgaum

Sl. No. Road Name RIS Road Length of Road Considered Count Count Fast Moving Vehicles Slow Moving Vehicles Total PCU VDF Locomotives (Railways) Train

Road No. (in km) Post Post Vehicles Vehicle

ID No. Location (21 + 26) Unit

From To Total (at km) Two Auto Car/ Commercial Vehicles Total Pedal Cycle Horse Bullock Carts Total (in Nos.) Passenger Goods Gate (TVU)

Length Wheeler Rickshaw Jeep/ Fast Cycle Rickshaw Drawn Slow Trains Trains Closers (18 x 29)

(in Nos.) (in Nos.) Taxi Moving (in Nos.) (in Nos.) (in Nos.) Moving (in Nos.) (in Nos.) (in Nos.) (in Nos.)

(in Nos.) Vehicles Vehicles

Van/ Mini Buses LCV Goods Tractor Total (9 to 19) Wooden Rubber (22 to 25)

Tempo Bus (in Nos.) (in Nos.) Vehicles (Trucks) with Commercial (in Nos.) Wheel Tyre (in Nos.)

(in Nos.) (in Nos.) Trailer Vehicles (in Nos.) (in Nos.)

2-Axle 3-Axle Multi (in Nos.) (12 to 19)

Rigid Rigid Axle

(6 Tyres) (10 Tyres) Rigid

(in Nos.) (in Nos.) (more

4 . Ramdurg Taluk

51 Highway Connecting Nagaragali-Kattekol via Nandiga Parishchad-MK Hubli-Tigadi-Inchala-Murugodu RMG201 SH138 116.63 126.16 9.53 - 126.16 2271.5 14 254.5 33.5 3 26 149.5 41.5 14.5 13.5 56.5 338 2878 23.5 0 0 15 0 38.5 2916.5 2359.25 3.5 0 0 0 --

4 . Ramdurg Taluk

57 Highway connecting Raichur with Bachi via Lingasugur-Hungund-Bagalkote-Lokapur-Yeraghatti and Belgaum. RMG2 SH20 248.2 272.39 24.19 - 267.6 2220.5 25.5 2095 60.5 19 301.5 527 226 167.5 347.5 87.5 1736.5 6077.5 5.5 0 0 2 0 7.5 6085 8171.5 4.5 0 0 0 --

Assistant Executive Engineer

PWD Sub Division, Ramdurg

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 56.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

PAVEMENT THICKNESS DETAILS

KM. No. CBR Value Effective CBR MSA Required Thickness As per Design Existing Proposed

Sub Base Base BM SDBC Total Sub Base Base BM MSS Total sub grade Sub Base Base DBM* BC* Total

mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm

* stage construction

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Ramdurg PWD Division, Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 55.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ. NO/AEE/PWD/SDT/5054/SH/RENEWAL/2024-25

Recaptulation sheet Resurfacing to Aurad-Sadashivagad (SH-34) From Km. 511.690 to 516.90 in Savadatti Taluka of Belagavi Dist Under H/A 5054 SH Renewal for the year 2024-25 (Proposed Km. 512.20 to 516.20)

Sl. No. Description Amount NO PWD 642 IFA 2024 (e-Office) Dated 18-12-2024

1 (Road) Munavalli-Kotamuchagi (SH-83) Rs. 30599845.23 30599885.39 34954648.56 4354803.33

2 3rd, 4th and 5th Year Maintenance of Flexible Pavement Rs. 1536742.20 1536742.20 1037074.5 -499667.70

4 Add 0.5% Q.C & Third Party Inspection Plantation Rs. 160682.94 160683.14 359917.23 z

6 Misc & Rounding off Rs. 22085.23 22035.27 #REF! #REF!

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 56.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

ESTIMATE (ABSTRACT)

Sl. No. Description of Item Unit Qty. Rate Amount

1 Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and testing at site. The charges for transportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included. km 3.000 6300.00 18900.00

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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5.ii.a ) 100 Sqm 85.7 393.00 33672.24

1 Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and testing at site. The charges for transportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included. Nos 3.0 6300.00 18900.00

2 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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5.ii.a ) 100 m2 85.7 393.00 33672.24

3 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 (Vol-3, P No:17 Item No:3.5) m2 7735.0 6.00 46410.00

4 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B)) m2 2856.0 25.00 71400.00

5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) Cum 2142.0 493.00 1056006.00

6 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) m3 791.0 2559.00 2024169.00

7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.MORTH Specifications No.502 (A) (i) Prime Coat over WMM/WBM m3 7420.0 41.00 304220.00

8 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom[I.No.-5.3 (i) / Page- 31 of PWD SR (Vol. 3) 2023-24] Sqm 49980.0 12.00 599760.00

9 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 872.4 9449.00 8243550.91 24667978.51

10 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 1499.4 10954.00 16424427.60

11 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) Sqm 4.3 9684.00 41834.88

12 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 x 3mm 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. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) Nos 6.0 3591.00 21546.00

13 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] Nos 1194.0 365.00 435810.00

14 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] Sqm 2377.6 530.00 1260138.60 14

15 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, onM.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, andlabouretccomplete.Spec. No. As directed by Engineer in Charge & MoRTH specification 804 nos 2.0 9000.00 18000.00

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Ramdurg PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 56.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

Sl. No. Item of work Nos/Sides L B D Qty Unit

1 Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and testing at site. The charges for transportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included.

Total = 3.000 km

2 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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5.ii.a )

Deduct 60% voids = -12852

Total = 85.68 100 m2

3 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 (Vol-3, P No:17 Item No:3.5)

Selected reachs

For Canal Passing At Ch:61.800 2 35.00 7.0 490.00

3 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

For bad reach (In This Chainage)

For Canal Passing At Ch:61.800 2 35.00 7.0 490.00

4 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B))

Total = 2856.00 m

5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) 413.00

For Side Shoulders

Total = 2142.00 m3

6 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)

For Canal Passing At Ch:61.800 2 x 1 35.00 x 7.0 x 0.150 73.50 "

7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.MORTH Specifications No.502 (A) (i) Prime Coat over WMM/WBM

Fo Scarifying reach

For Canal Passing At Ch:61.800 2 x 1 35.00 7.0 245.00

8 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom[I.No.-5.3 (i) / Page- 31 of PWD SR (Vol. 3) 2023-24]

9 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

For PCC (As Per Survey report)

For Canal Passing At Ch:61.800 x 2 x 35.00 x 7.00 x 0.05 = 24.50

Total = 872.43 m3

10 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Total = 1499.40 m3

11 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8)

Total = 4.32 m2

12 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 x 3mm 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. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) 3607

Total = 6.00 Nos

13 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] 365

For Curve and Humps

Total = 1194.00 Nos

14 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] 478

Total = 2377.62 m2

15 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, onM.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, andlabouretccomplete.Spec. No. As directed by Engineer in Charge & MoRTH specification 804

Name board 2 2.00

Assistant Executive Engineer Executive Engineer,

PWD Sub-Division Ramdurg PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 56.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

Sl. No Item of work SR 2023-2024 (Continued to 2024-25) Net Rate

Unit Vol Page No. It. No. Basic Rate

1 Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and testing at site. The charges for transportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included. km 3 159 17 A 1 6300 6300

2 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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5.ii.a ) 100 Sqm 3 7 2.5.ii.a 393 393

3 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 (Vol-3, P No:17 Item No:3.5) sqm 3 17 3.5 6 6

4 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 3 18 3.11 4 4

4 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B)) m 3 144 16.8 (B) 25 25

5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Vol-3, P.No. 17 / I.No. 3.6) Cum 3 17 3.6 493 493

7 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 3 26 4.17 2559 2559

8 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.MORTH Specifications No.502 (A) (i) Prime Coat over WMM/WBM Sqm 3 31 5.1 A i 41 41

9 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom[I.No.-5.3 (i) / Page- 31 of PWD SR (Vol. 3) 2023-24] Sqm 3 31 5.32 12 12

11 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 3 43 5.16. B.C 10954 10954

12 Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8) Sqm 3 65 8.8 9684 9684

13 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 x 3mm 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. (Vol-3, P.No. 64 / I.No. 8.6 (iv)) Nos 3 64 8.6.A.iv 3591 3591

14 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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] Nos 3 74 8.43 365 365

15 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] Sqm 3 67 8.15 530 530

11 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, onM.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, andlabouretccomplete.Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Nos 3 78 8.54 9000.00 9000

Assistant Executive Engineer

PWD Sub-Division. Ramdurg

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 56.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

07.00m Carriageway BC BC

1.115 Km Selectd reach DBM(50mm) And 7.142 Km BC(30mm)

Assistant Executive Engineer

PWD Sub-Division Saundatti

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 55.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

Maintenance For Bituminous Surface Road

Sl. No. Item of work Nos/Sides L. B. D Qty. Unit Rate Amount

1 Road Maintennce for 3rd year for road with DBM+BC as wearing coat:Maintenance of road for 3rd year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.cleaning,reshaping,deepening of side drains.Stripping excess soil from the shoulder surface and making up loss of material / irregularities on shoulder wherever necessary..maintenance and painting of 200 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)

2 Road Maintennce for 4th year for road with DBM+BC as wearing coat:Maintenance of road for 4th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.cleaning,reshaping,deepening of side drains.Stripping excess soil from the shoulder surface and making up loss of material / irregularities on shoulder wherever necessary..maintenance and painting of 200 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)

3 Road Maintennce for 5th year for road with DBM+BC as wearing coat:Maintenance of road for 5th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.cleaning,reshaping,deepening of side drains.Stripping excess soil from the shoulder surface and making up loss of material / irregularities on shoulder wherever necessary..maintenance and painting of 200 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 56.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

Sl. No. Description of Item Unit Qty. Rate Amount

1 #REF! Cum #REF! #REF! #REF!

2 #REF! Cum #REF! #REF! #REF!

3 #REF! Cum #REF! #REF! #REF!

4 #REF! Cum #REF! #REF! #REF!

5 #REF! Cum #REF! #REF! #REF!

6 #REF! m #REF! #REF! #REF!

7 #REF! Tonne #REF! #REF! #REF!

Assistant Executive Engineer, Executive Engineer,

PWD Sub-Division Saundatti PWD Division Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 55.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

Maintenance For Jungle clearance During DLP

Sl. No. Item of work Nos/Sides L. B. D Qty. Unit Rate Amount

1 Jungle clearance during 1st year Jungle Clearance 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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5.ii.a )

Deduct 40% voids = -8576.4

2 Jungle clearance during 2nd year Jungle Clearance 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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5.ii.a )

Deduct 40% voids = -8576.4

Total: 106171.54

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Saundatti PWD Division Belagavi

Name of the Road :- MUNAVALLI KOTUMACHAGI ROAD (SH-83) (RIS ID-RMG-202)

Road Category: SH 83 Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD

Taluka Border Saudatti Chunchanur Village Ujjinakoppa Cross Katkol Godachi Narasapur Village Sunnal Village Kankanawadi Village Turnur Village Ramdurg Rankalkoppa Village Doddamangadi Village Chinchakhandi Village Ghataknur Village Kolachi Village Kolachi Weir Huligoppa Village Gonnagar Village Sureban/Manihal Villages Shivapeth Avaradi Cross Sangal Village Lakamapur Cross Kalahal Village

5.50 m Exist CW

10.00 m (WI:688 A) Proposed work under PROGRESS SHDP - P 5 for the year 2023-24 SUBGARDE:300mm GSB 200mm,WMM 250mm,DBM 50mm,BC 30mm (WI-18004) under 5054 2024-25 GSB 200mm,WMM 250mm,DBM 50mm,BC 30mm

7.00 m (WI:688 A) Proposed work under PROGRESS SHDP - P 5 for the year 2023-24 SUBGARDE:300mm GSB 200mm,WMM 250mm,DBM 50mm,BC 30mm Annual Maintenance for 2025-26 (More than 5 years)

Carriage Way FLOOD DAMAGE 2021-22 (149310) Recarpeting under 3054 BM:50mm SDBC : 25mm Work under DLP CRF for the year 2023-24 (WI149556) under 3054 2021-22 GSB 100mm,WMM 250mm,BM 50mm,SDBC 25mm Annual Maintenance for 2025-26 (More than 5 years) (WI149556) under 3054 2021-22 GSB 100mm,WMM 250mm,BM 50mm,SDBC 25mm Work under DLP CRF for the year 2023-24 Annual Maintenance for 2025-26 Annual Maintenance for 2025-26 (More than 5 years)

Last 5 Year Developed Length (2024-25 Maintenance) Work under DLP CRF for the year 2023-24 Last 5 Year Developed Length (2024-25 Maintenance) Annual Maintenance for 2025-26 ( (More than 5 years) Last 5 Year Developed Length (2024-25 Maintenance) Work under DLP CRF for the year 2023-24 Annual Maintenance for 2025-26 (More than 5 years) (WI:688 A) Proposed work under PROGRESS SHDP - P 5 for the year 2023-24 Proposed under 5054 appendix E for 2024-25 Overlap Annual Maintenance for 2025-26 (More than 5 years)

Legends Desciption Silent Features 3).Proposed works under Annual Works 2024-25 2).Maintenance for 2025-26 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 2025-26 More than 5 years Single Lane 0.00 Km 0.00 Appendix E 37.57 38.66 REN 1.09 Last 5 Years Developed Length (2024-25 Maintenance) 8.30 11.47 Maint 3.17 Chunchanur 9.50 10.00 0.50

Works Under Annual Plan 2025-26 Less than 5 years Intermediate lane 8.30 to 32.50, 38.66 TO 55.00 38.29 0.00 Last 5 Years Developed Length (2024-25 Maintenance) 16.20 16.44 Maint 0.24 Katkol 16.220 17.790 1.570

Work Approved / progress 2025-26 Two lane 32.50 TO 34.50, 55.00 TO 63.14 10.04 0.00 More than 5 year development length (2024-25) 16.44 17.07 Maint 0.63 Godachi 25.00 25.50 0.50

Non Feasible 0.00 Last 5 Years Developed Length (2024-25 Maintenance) 17.07 17.79 Maint 0.72 Narsapur 28.00 28.50 0.50

Major Bridges Two lane + PS 0 0.00 Total Length (in Km) 1.09 More than 5 year development length (2024-25) 24.50 32.50 Maint 8.00 Sunnal 35.00 35.50 0.50

Minor Bridges Four lane 34.50 TO 37.57,37.57-38.66 4.26 4). On going works More than 5 year development length (2024-25) 40.91 63.14 Maint 22.23 Turanur 38.00 38.50 0.50 1). Completed Works and under DLP

CD Major Bridges 0 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Total Length (in Km) 34.99 Dodamngadi 41.00 42.00 1.00 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Village/ City Name Minor Bridges 1 Nos (1.90 Km) CRF 11.47 16.20 RN 4.73 Chichkandi 43.00 43.30 0.30 3054-SH Flood 0.00 0.00 Ren/RC 0.00

Railway Crossing Railway Crossing 0 17.79 24.50 RN 6.71 Kolachi 46.10 46.40 0.30 3054-SH Flood 0.00 0.00 REC 0.00

Overlap Length 38.66 to 40.91 2.25 SHDP PHASE-V 32.50 37.57 RC 5.07 Sureban 55.20 55.80 0.60 3054-SH Flood 0.00 0.00 REC 0.00

Total Length (in Km) 54.84 Total Length (in Km) 16.51 Kalhal 63.00 63.10 0.10 3054-SH Flood 0.00 0.00 REC 0.00

5). Eligible for Renewal Total Length (in Km) 6.37 Total Length (in Km) 0.00

2025-26 Maintenance Abstract HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Description Length in KM APPENDIX-E Renewal 0.00 0.00 Ren 0.00 No. Details Length Other Department Works

Last 5 Year development length 4.13 1 1). Completed Works and under DLP 0.00 Under From To L (in Km)

2 2).Maintenance for 2025-26 34.99 CRF 11.47 16.20 4.73

More than 5 Year development length 30.86 2 3).Proposed works under Annual Works 2024-25 1.09 17.79 24.50 6.71

3 4). On going works 16.51 KSHIP 0.00

Total Maintenance Length 34.99 4 5). Eligible for Renewal 0.00 SHDP 0.00

Total Length (in Km) 11.44

Total length of the road 54.84 Total Length (in Km) 52.59

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಮುನವಳ್ಳಿ-ಕೋಟಮುಚಗಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-83ರ ಕಿ.ಮೀ 56.00 ರಿಂದ 63.14 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ ಮತ್ತು ಸುಧಾರಣೆ.

EXISTING CROSS SECTION

Warnout BT Surface

PROPOSED CROSS SECTION

PROPOSED CROSS SECTION

Assistant Executive Engineer Executive Engineer,

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

Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)

Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2015-16 to 2019-20

Year Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)

Earth work excavation in Cum Plain Cement Concrete (in Cum) Reinforced Cement Concrete (in Cum) Stone Masonry (in Cum) Brick Masonry (in Cum) Steel (in Qtl) Finishinh Items (in Sqm)

Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.

Note : Documents shall be attested by the Notary or Government Gazetted

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2020

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

January February March April May June July August September October November December

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2025

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

10 Cost of balance work (if work is in progress) :

11 Reasons if any for delay in completion, if work completion is delayed :

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

Names of Works Item of Work Names of Employers 2020-21 Remarks (Indicate contract reference)

January February march April May June July August September October November December

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

Note : Documents shall be attested by the Notary or Government Gazetted.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Attach letters of Acceptance received.

Note : Documents shall be attested by the Notary or Government Gazetted.

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

List of Machineries Required

Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

No. Capacity Number/Capacity Age/ Condition

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely............................................................................... ............................................................................................................................................... (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

Information on litigation in which the Tenderer is involved:

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status