Renewal of Badami Godachi Gokak Falls SH134 from Km 64.55 to 65.10 in Ramdurg taluka under annual Mainetenanace of Sh road

CAzÁdÄ:¥ÀwæPÉUÀ¼À CqÀ½vÁvÀäPÀ/vÁAwæPÀ ªÀÄAdÆgÁw gÀ¸ÉÛ PÁªÀÄUÁjAiÀÄ ¥Àj²Ã®£Á ZÉPï °¸ïÖ.

1 PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ. ¨É¼ÀUÁ« f¯Éè gÁªÀÄzÀÄUÀð vÁ®ÆQ£À §zÁ«Ä UÉÆqÀa UÉÆÃPÁPÀ ¥sÁ®ì gÁdå ºÉzÁÝj-134 gÀ Q.«ÄÃ.34.25 jAzÀ 50.10gÀ ªÀgÉUÉ DAiÀÄݨsÁUÀUÀ¼À°è (¥Àæ¸ÁÛ¦vÀ ZÉÊ.-Q.«Äà 34.25 jAzÀ 37.80 gÀªÀgÉUÉ) gÀ¸ÉÛ ¸ÀÄzsÁgÀuÉ.

2 ¯ÉPÀÌ ²Ã¶ðPÉ 5054-03-337-0-17-154 SH Improvement

3 C£ÀĪÉÆzÀvÀ QæÃAiÀiÁAiÉÆÃd£É ¥ÀvÀæ ¸ÀA.ªÀÄvÀÄÛ ¢. ¥ÀÄl ¸ÀA.& PÀæªÀÄ.¸ÀA Govt Ltr No:-PWD:98:IFA:2022(E-office) Bangalore Dated:-25.02.2022

4 CAzÁdÄ ªÉÆvÀÛ 490.00 Lakhs

5 ¥Àæ¸ÀÛPÀ ¸Á°£À C£ÀÄzÁ£À 490.00 Lakhs

6 C£ÀĪÉÆâvÀ ZÉÊ£ÉÃeï Km. 34.25 to 50.10 (15.85 km) 15.85

7 ¥Àæ¸ÁÛ¦vÀ ZÉÊ£ÉÃeï Km. 34.25 to 37.80 (3.55 km)

8 ºÁ° gÀ¸ÉÛAiÀÄ ¹Üw BT Road

9 gÀ¸ÉÛAiÀÄ ªÀVÃPÀgÀt SH

10 Formation width whether it is as per IRC standard:Yes/ No (MDR -9.00m,SH-12.00m) Yes

11 CD's width whether it is as per IRC standard:Yes/ No (MDR-9.00 m,SH-12.00m) Yes

12 r¸ÉÊ£ï C¼ÀªÀr¹zÀ «zsÀ

13 ¹.©.Cgï.mɸÀÖ j¥ÉÆÃlð 2.63% (effective CBR 5.29%)

14 ªÁºÀ£À ¸ÁAzÀævÉAiÀÄ «ªÀgÀ CVPD-553 PCU-2552

Flexible pavement

15 r¸ÉÊ£ï ¥ÀæPÁgÀ gÀ¸ÉÛAiÀÄ ««zsÀ ¨sÁUÀUÀ¼À «ªÀgÀ Sub-Grade:

Base: Metal base 250

Binding coarse:- DBM 105

Wearing coarse:- BC 40

16 CAzÁf£À°è ¥ÀjUÀt¹zÀ gÀ¸ÀÛAiÀÄ «ªÀgÀ Sub-Grade :-

Sub-Base :- GSB G-V 100*

Wearing coat:-PQC M30

Wearing coat:-BM+SDBC 75

17 ¨ÁgÀ ZÁlð: »A¢£À : ªÀµÀð UÀ¼À°è ¥ÀjUÀt¹zÀ ZÉÊ£Éãeï «ªÀgÀ ¯ÉPÀÌ ²Ã¶ðPɪÁgÀÄ. Enclosed

18 ºÁ° gÀ¸ÉÛAiÀÄ PÁæ¸ï ºÁUÀÆ ¥ÀjUÀt¹zÀ gÀ¸ÀÛAiÀÄ ¸ÉPÀë£ï Enclosed

19 vÁ®ÆPÁ £ÀPÀë Enclosed

20 CAzÁf£À°è ¥ÀjUÀt¹zÀ CA±ÀUÀ¼ÀÄ:-

a For Road- 1) Earthwork excavation 2)Sub grade 3) GSB Gr V 4) WMM 5) BM 6) SDBC 7) Tack coat 8) Primer coat 9)Road furnitures

b For 1000 dia HMP culvert -2No for Carriage way and 4 No for Farm approaches-for 12.00 mt wide1) Earthwork excavation 2)PCC 3) RCC M20 4) TMt Steel Fe 550 5) 1000mm dia HMP Pipe

c For CC Drain 0.75x0.75 -50mtr both side 1) Earthwork excavation 2)PCC 3) RCC M20 3) TMt Steel Fe 550

d For Box cell culvert (3mx3m) size at km 34.25 and Retaing wall 5.00 on both side-1) Earthwork excavation 2)PCC 3) RCC M25 3) TMt Steel Fe 550 4) filter media 5) weep holes 6) back filling 7) m30 approach slab 8) RCC Railing and etc

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Ramdurg PWD Division Belgaum.

GOVERNMENT OF KARNATAKA

(PUBLIC WORKS DEPARTMENT)

GOVT OF KARNATAKA

CHIEF ENGINEER COMMUNICATION & BUILDINGS NORTH (ZONE) DHARWAD

EXECUTIVE ENGINEER

(PUBLIC WORKS DEPARTMENT)

BELAGAVI DIVISION, BELAGAVI

ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ :- 2025-26 ನೇ ಸಾಲಿನ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 3054-03-334-0-05-200 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

Renewal of Badami Godachi Gokak Falls SH134 from Km 64.55 to 65.10 in Ramdurg Subdivision under annual Mainetenanace of Sh road

ESTIMATED COST RS :- 23.90 LAKHS

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

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 489.5 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 22/02/2024 to 23/02/2024

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

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 --

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

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:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

Estimated Cost Rs :- 23.90 Lakhs

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by by Kumari.Chidanand BK. Asst.Engr.

Estimate Checked by Shri.Ravikumar N. Asst.Exe Engr.

(Call of Authority)

General Description

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

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಮೇಲ್ಮೈ ಕಿತ್ತು ಹೋಗಿದ್ದು ವಾಹನ ಸಂಚಾರಕ್ಕೆ ಅಡ್ಡಿ ಉಂಟಾಗುತಿದ್ದು ಮರು ಡಾಂಬರಿಕರಣ ತುಂಬಾ ಅವಶ್ಯಕತೆ ಇರುತ್ತದೆ. 2025-26 ನೇ ಸಾಲಿನ ವಾರ್ಷೀಕ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ರಸ್ತೆ ತಗ್ಗು ಗುಂಡಿ ತುಂಬುವುದು ಹಾಗೂ ರಸತೆ ಬದಿಯ ಗೀಡ ಗಂಟಿ ಗಳನ್ನು ತೆಗೆಯುವುದನ್ನು ಕೈಗೊಂಡಿದ್ದು ಇರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯನ್ನು ಡಾಂಬರೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ ಮಾಡಲು ಸಾರ್ವಜನಿಕರಿಂದ ಕೇಳಿ ಬರುತ್ತಿವೆ. ಆದ್ದರಿದ 3054-03-334-0-05-200 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಸದರಿ ಚೈನೇಜ್‌ ನಲ್ಲಿ ಡಾಂಬರೀಕರಣ ಹಾಗೂ ಅಗಲೀಕರಣ ಮಾಡುವುದು ಅವಶ್ಯಕವಿದ್ದು. ಕಾರಣ ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಗಿಡ ಗಂಟಿ ತೆಗೆಯುವುದನ್ನು ಅಳವಡಿಸಿಕೋಂಡಿರುವುದಿಲ್ಲ. ಈ ಕಾರಣ ಸನ್‌ 2025-26 ನೇ ಸಾಲಿನ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 3054-03-334-0-05-200 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ರಸ್ತೆ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಅಂದಾಜು ಮೊತ್ತ ರೂ.23.90 ಲಕ್ಷಗಳ ಅನುದಾನ ಮಂಜೂರಾಗಿರುತ್ತದೆ. ರಾ.ಹೆ -134 ರ ಕಿ.ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಪೂರ್ಣ ಉದ್ದಕ್ಕೆ ಬಿ.ಎಮ್. ಮತ್ತು ಎಸ್.ಡಿ.ಬಿ.ಸಿ ಅಳವಡಿಸಲಾಗಿರುತ್ತದೆ. ಅನುದಾನಕ್ಕೆ ಅನುಗುಣವಾಗಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಿ ಅಡಳಿತಾತ್ಮಕ ಹಾಗೂ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಿದೆ.

ಈ ಕೆಳಗಿನ ಐಟಂಗಳನ್ನು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ.

1)Construction of Sub grade and earthern shoulder 4) SDBC

2) Tack coat 5) Road Furnitures

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24ನೇ ಸಾಲಿನ (2025-26 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ರಾಜ್ಯವ್ಯಾಪಿ ಏಕರೂಪ ದರಪಟ್ಟಿಯಂತೆ ರಸ್ತೆಯ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ.140.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ್

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

This is to certify that, Sri. Ravikumar Nandihalli, Assistant Executive Engineer,have personally visited spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.

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

C E R T I F I C A T E.

(As required vide G.O.No.PWD SL.CMS.96 Dtd:27/6/1991)

Certified that, sufficient case has been taken while preparaing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are included while preparing the estimate,and specification of items included are completed and correct.

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

C E R T I F I C A T E.

Certified that, the work proposed in this estimate has not been taken up under any other head/programme by any agency. The said work has been inclded / proposed / over lapped in any other proposed or approved programme.

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

RIS Report of Hanamsagar-Chunchanur-Benakatti

SLNO TALUK DISTRICT SANCTIONED_YEAR ROAD_CATEGORY ROAD_ID ROAD_NAME ROAD_NO START_CHAINAGE_IN_KMS END_CHAINAGE_IN_KMS ROAD_LENGTH HOA SANCTIONED_AMT TENDERED_AMT EXP_AMT IMPROVEMENT_TYPE REMARKS

1 Ramdurg Belgaum 2017-2018 MDR RMG33 SH-139 to Hanamsagar Chunchanur Benakatti Road MDR-RMG33 3.24 6.5 3.26 5054-04-337-0-01-154 450 485.2 480.2 Reconstruction completed

2 Ramdurg Belgaum 2017-2018 MDR RMG33 SH-139 to Hanamsagar Chunchanur Benakatti Road MDR-RMG33 1.32 2.8 1.48 5054-04-337-0-01-154 450 485.2 480.2 Reconstruction completed

3 Ramdurg Belgaum 2019-2020 MDR RMG33 SH-139 to Hanamsagar Chunchanur Benakatti Road MDR-RMG33 7 7.14 0.14 3054-04-337-1-09-172 20 20.1 19.96 C C Pavement completed

4 Ramdurg Belgaum 2019-2020 MDR RMG33 SH-139 to Hanamsagar Chunchanur Benakatti Road MDR-RMG33 7.75 9.58 1.83 5054-04-337-0-01-154 200 203.81 203.74 Reconstruction completed

5 Ramdurg Belgaum 2019-2020 MDR RMG33 SH-139 to Hanamsagar Chunchanur Benakatti Road MDR-RMG33 7.14 7.45 0.31 5054-04-337-0-01-154 200 203.81 203.74 Reconstruction completed

6 Ramdurg Belgaum 2021-2022 MDR RMG33 SH-139 to Hanamsagar Chunchanur Benakatti Road MDR-RMG33 2.6 3.4 0.8 5054-04-337-0-01-160 600 Renewal/Resurfacing completed WI:150494

7 Ramdurg Belgaum 2021-2022 MDR RMG33 SH-139 to Hanamsagar Chunchanur Benakatti Road MDR-RMG33 0.3 1.8 1.5 5054-04-337-0-01-160 600 Renewal/Resurfacing completed WI:150494

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

RECAPTULATION SHEET

S.No P a r t i c u l a r s Rs.

3 QA Charges/ Plantation/Third party 0.5%

4 Tender Premium 5% 0.00 0.00

5 Miscellaneous charges (Electrical line shifting and Others) 3,869.40 3953.18

above as per ce office instructions

Assistant Executive Engineer, PWD Sub-Division,Ramdurg Executive Engineer, PWD Division Belagavi.

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

Estimate (Abstract)

Sl. no Description of Item Qty Unit 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. 0.00 km 6300.00 0.00

1 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. Ref. to MoRT&H Spec-201- (iii) By Mechanical Means using Motor Grader (a) In area light jungle (Vol-3, PNo-9, Item No: 2.5(a)) 0.00 per 100 Sqm 393.00 0.00

2 Construction of unlined surface drains of average cross sectional 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 0.00 M 18.10 0.00 0.00 0.00

2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.- In all kinds of soils upto 300 mm depth 0.00 Cum 95.00 0.00 0.00 0.00

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) 0.00 sqm 6.00 0.00

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 0.00 Sqm 4.00 0.00

2 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. Ref MORTH Specifica tion No.305 (Vol-3, P No:17 Item No:3.6) 69.53 Cum 493.00 34275.82

3 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Clause 401 of MORTH V Revision. (B) By Mix in Place Method (V) For Grading -V Material 0.00 Cum 2359.00 0.00 2616 6171144.0

4 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) 0.00 Cum 2559.00 0.00

5 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 0.00 sqm 41.00 0.00

2 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 2832.50 sqm 12.00 33990.00 796.5626524 1433812.774

3 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Ref MORTH Specification No. - 504 (ii) Bituminous Macadam Grading - II for traffic <20 MSA (C) 141.63 Cum 8208.00 1162458.00 880 5319.93 4681538.40

4 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. 70.81 Cum 10996.00 778654.25

5 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 1.00 No 4671.00 4671.00

6 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 0.00 Sqm 530.00 0.00

7 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. 0.00 No 365.00 0.00

8 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. 0.90 Sqm 8995.00 8095.50

Providing and fixing b 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, on M.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 etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 0.00 No 9000.00 0.00

10 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 a radius 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 104.00 0.00

11 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 coarse aggregates 0.00 Cum 5667.00 0.00

12 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 6327.00 0.00

13 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 510.84 0.00

14 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 and technical specification (Sub structure of Bridges) 0.0000 T 86439.00 0.00

15 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) 900mm dia 0.00 M 7965.00 0.00

16 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) 750mm dia 0.00 M 3202.00 0.00

17 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 0.00 Cum 83.00 0.00

18 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 coarse aggregates 0.00 Cum 5217.00 0.00

19 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.00 Cum 5991.00 0.00

20 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head 0.00 Cum 1208.80 0.00

21 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0.00 Cum 6006.00 0.00

22 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head 0.00 Cum 1213.40 0.00

23 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates 0.00 Cum 6202.00 0.00

24 Providing and laying in position Reinforced 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. M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates- Add shuttering charges-20% over head 0.00 Cum 1254.20 0.00

25 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Section 1600 & 2200 0.00 T 92378.00 0.00

26 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 0.00 Cum 6434.00 0.00

27 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Section 1500,1600, 1700 & 2704 0.00 Cum 12032.00 0.00

28 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- Granular material 0.00 Cum 965.00 0.00

29 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 0.00 Cum 1127.00 0.00

30 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 0.00 Rmt 262.00 0.00

31 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. 0.00 Rmt 2331.00 0.00

32 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A.Stone/Boulders 0.00 cum 1660.00 0.00

Total Rs :- 2022144.58

Assistant Executive Engineer Executive Engineer, PWD Division Belagavi.

PWD, Sub-Division.Ramdurg

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

Estimate (Measurement)

Sl. no Description of Item Nos Measurement 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.

1 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. Ref. to MoRT&H Spec-201- (iii) By Mechanical Means using Motor Grader (a) In area light jungle (Vol-3, PNo-9, Item No: 2.5(a))

Deduct for Voids- 40% (-) 412.00 "

Panchgavi -2 400.00 2.00 0.00

Tondikatti -2 450.00 2.00 0.00

2 Construction of unlined surface drains of average cross sectional 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

2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.- In all kinds of soils upto 300 mm depth

for widening - 3.75 to 5.50

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) 8.85

Deduct for Voids- 3% -6.75

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 8.85

Widening portion

1 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. Ref MORTH Specifica tion No.305 (Vol-3, P No:17 Item No:3.6)

2 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Clause 401 of MORTH V Revision. (B) By Mix in Place Method (V) For Grading -V Material

for carriage way (8.55+8.35)/2

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)

4 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

2 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

3 Providing and applying tack coat with VG-10 itumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom

3 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Ref MORTH Specification No. - 504 (ii) Bituminous Macadam Grading - II for traffic <20 MSA (C)

4 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.

5 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

signages 1 1.00 1.00

6 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

edge painting 0 515.00 0.100 0.00

at bridges cution line 6 5.50 0.100 3.30

7 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.

for edges 0 200.00 0.00

at bridges cution line 0 5.00 0.00

8 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board.

CD Works-HMP culverts-1000 dia

9 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work

HMP Culverts- 12.50 mtr wide at km 38.90, 39.50

HMP Culverts- for approach roads

Batakurki village limts km 34.20 to 34.25 (0.75x0.75) mtr 2 1 0.00 1.10 0.85 0.00

Godachi village limts km 57.80 to 58.14 (0.45x0.60) mtr 2 1 0.00 0.65 0.30 0.00

Sidnal village limts km 62.90 to 63.10 (0.45x0.60) mtr 1 1 0.00 0.65 0.30 0.00

10 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 coarse aggregates

HMP Culverts- 12.50 mtr wide

Pipe seating 2 1 9.00 1.20 0.10 2.16

HMP Culverts- for approach roads

Batakurki village limts km 34.20 to 34.25 (0.75x0.75) mtr 2 1 0.00 1.10 0.075 0.00

Godachi village limts km 57.80 to 58.14 (0.45x0.60) mtr 2 1 0.00 0.65 0.075 0.00

Sidnal village limts km 62.90 to 63.10 (0.45x0.60) mtr 1 1 0.00 0.65 0.10 0.00

11 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

HMP Culverts- 12.50 mtr wide

deduct for pipe 2 -2 0.785 1.00 0.73 -2.28

HMP Culverts- for approach roads (0.9+0.55)/2

deduct for pipe 2 -2 0.785 0.56 0.60 -1.06

Batakurki village limts km 34.20 to 34.25 (0.75x0.75) mtr 2 1 0.00 0.95 0.10 0.00 bottom

Godachi village limts km 57.80 to 58.14 (0.45x0.60) mtr 2 1 0.00 0.65 0.10 0.00 bottom

Sidnal village limts km 62.90 to 63.10 (0.45x0.60) mtr 1 1 0.00 0.65 0.10 0.00 bottom

12 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

Qty as item NO 19 0.00

13 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 and technical specification (Sub structure of Bridges)

HMP Culverts- 12.50 mtr wide

10mm dia main bar @ 150c/c 2 2 20 7.20 0.62 357.12 kg

8mm Distribution bar @ 200c/c 2 2 36 3.00 0.38 164.16 kg

farmers land approach

10mm dia main bar @ 150c/c 2 2 17 5.70 0.62 235.60 kg

8mm Distribution bar @ 200c/c 2 2 29 2.50 0.38 108.30

CC Drain works- Batakurki

10mm dia Bottom-main bar @ 150c/c 0 2 1.95 0.62 0.00 kg

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

10mm dia Bottom-main bar @ 150c/c 0 2 0.95 40% 0.62 0.00 kg

8mm Distribution bar @ 200c/c 5 2 0 40% 0.38 0.00 kg

CC Drain works-Godachi

8mm dia Bottom-main bar @ 150c/c 0 2 1.45 0.38 0.00 kg

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

10mm dia Bottom-main bar @ 150c/c 0 2 0.65 30% 0.62 0.00 kg

8mm Distribution bar @ 200c/c 3 2 0 30% 0.38 0.00 kg

CC Drain works-Sidnal

8mm dia Bottom-main bar @ 150c/c 0 1 1.45 0.38 0.00 kg

8mm Distribution bar @ 200c/c 8 1 0 0.38 0.00 kg

10mm dia Bottom-main bar @ 150c/c 0 1 0.65 30% 0.62 0.00 kg

8mm Distribution bar @ 200c/c 3 1 0 30% 0.38 0.00 kg

14 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) 900mm dia

HMP Culverts- 12.50 mtr wide 2 1 12.50 25.00

15 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) 750mm dia

HMP Culverts- for approach roads 2 1 7.50 0.00

Box Cell Bridge (2vent 3mx2m)

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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work

Box culvert at km 34.25

Retaining wall 4 1 5.00 3.00 2.10 126.00

Batakurki village limts km 34.20 to 34.25 (0.75x0.75) mtr 2 1 0.00 1.10 0.85 0.00

Godachi village limts km 57.80 to 58.14 (0.45x0.60) mtr 2 1 0.00 0.65 0.30 0.00

Sidnal village limts km 62.90 to 63.10 (0.45x0.60) mtr 1 1 0.00 0.65 0.30 0.00

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 coarse aggregates

Box culvert at km 34.25

Retaining wall 4 1 5.00 3.00 0.15 9.00

18 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Box culvert at km 34.25

Retaing wall raft 4 1 5.00 2.65 0.400 21.20

19 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head

Qty as item -25 0.00

20 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Box culvert at km 34.25

Retaining wall 4 1 5.00 0.35 4.450 31.15

21 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head

Box culvert at km 34.25

Qty as item -25 0.00

22 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates

Box culvert at km 34.25

23 Providing and laying in position Reinforced 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. M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates- Add shuttering charges-20% over head

Qty as item -25 0.00

24 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Section 1600 & 2200

Qty as per statement 1 #REF!

25 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

approach slab 1 2 11.54 2.50 0.15 8.655

26 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Section 1500,1600, 1700 & 2704

approach slab 1 2 11.54 2.50 0.30 17.310

27 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- Granular material

28 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

aproach embankment pitching 1 4 5.00 3.00 0.30 18.000

29 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Retaing wall 16 4 0.25 16.000

30 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.

box culvert 1 2 17.00 34.000

31 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A.Stone/Boulders

aproach embankment pitching 1 4 5.00 3.00 0.30 18.000

10 Providing and fixing b 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, on M.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 etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804

Assistant Executive Engineer Executive Engineer, PWD Division Belagavi.

PWD, Sub-Division.Ramdurg

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

S.No Material Rates Unit

SR Rate Issue Rate Diff

1 Bitumen 60/70 Bulk 0.00 0.00 0.00 /Tonne Bitumen 80/100 Bulk 29760.00 35067.00 5307.00

2 Bitumen 80/100 Bulk 0.00 0.00 0.00 /Tonne Bitumen 60/70 Bulk 30888.00 36078.00 5190.00

3 Bitumen Emulsion 0.00 0.00 0.00 /Tonne

4 Cement 0.00 0.00 0.00 /Bag

6 Steel 0.00 0.00 0.00 /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% GST 18% Total Rate (Rs.)

P.No I.No Vol Const Diff in cost 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 179 17A 3 6300 0.00 0.00 0.00 6300.00 0.00 0.00 6300.00

1 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. Ref. to MoRT&H Spec-201- (iii) By Mechanical Means using Motor Grader (a) In area light jungle (Vol-3, PNo-9, Item No: 2.5(a)) per 100 Sqm 9 2.5 (a) 3 393.00 0.00 0.00 0.00 393.00 0.00 0.00 393.00

2 Construction of unlined surface drains of average cross sectional 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 M 132 20.8.B 1 18.10 0.00 0.00 0.00 18.10 0.00 0.00 18.10

2 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.- In all kinds of soils upto 300 mm depth Cum 8 1.12 1 95.00 0.00 0.00 0.00 95.00 0.00 0.00 95.00

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 17 3.5 3 6.00 0.00 0.00 0.00 6.00 0.00 0.00 6.00

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 18 3.10 3 4.00 0.00 0.00 0.00 4.00 0.00 0.00 4.00

2 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. Ref MORTH Specifica tion No.305 (Vol-3, P No:17 Item No:3.6) Cum 17 3.6 3 493.00 0.00 0.00 0.00 493.00 0.00 0.00 493.00

3 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Clause 401 of MORTH V Revision. (B) By Mix in Place Method (V) For Grading -V Material Cum 20 4.2 (v) 3 2359.00 0.00 0.00 0.00 2359.00 0.00 0.00 2359.00

4 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 0.00 2559.00

5 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 31 5.1 3 41.00 0.0009 0.00 0.00 41.00 0.00 0.00 41.00

3 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 sqm 31 5.32 3 12.00 0.00000 0.00 0.00 12.00 0.00 0.00 12.00

Providing and applying tack coat with VG-10 itumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom sqm 145 21.A.5 III 13.00 0.00020 0.00 0.00 13.00 0.00 0.00 13.00

4 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Ref MORTH Specification No. - 504 (ii) Bituminous Macadam Grading - II for traffic <20 MSA (C) Cum 32 5.6 (C) 3 8208.00 0.000 0.00 0.00 8208.00 0.00 0.00 8208.00

5 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. Cum 43 5.31 3 10996.00 0.000 0.00 0.00 10996.00 0.00 0.00 10996.00

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 No 63 8.5 (ii) 3 4671.00 0.000 0.00 0.00 4671.00 0.00 0.00 4671.00

7 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 Sqm 67 8.15 3 530.00 0.000 0.00 0.00 530.00 0.00 0.00 530.00

8 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. No 74 8.43 3 365.00 0.000 0.00 0.00 365.00 0.00 0.00 365.00

9 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. Sqm 65 8.7 3 8995.00 0.000 0.00 0.00 8995.00 0.00 0.00 8995.00

CD Works 1.00 1.00

10 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 8 1.14.1 1 102.00 0.00 0.00 0.00 102.00 0.00 2.00 104.00

11 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 coarse aggregates Cum 15 2.1.2 1 5664.00 220.00 0.00 0.00 5664.00 0.00 3.00 5667.00

12 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 Cum 16 2.4.2 1 6323.00 320.00 0.00 0.00 6323.00 0.00 4.00 6327.00

13 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 Cum 16 2.4.2 1 505.84 0.00 0.00 505.84 0.00 5.00 510.84

14 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 and technical specification (Sub structure of Bridges) T 18 2.11 ('C) 1 86433.00 1.050 0.00 0.00 86433.00 0.00 6.00 86439.00

15 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) 900mm dia M 146 16.15 3 7958.00 0.000 0.00 0.00 7958.00 0.00 7.00 7965.00

16 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) 750mm dia M 135 20.16.c 3 3194.00 0.000 0.00 0.00 3194.00 0.00 8.00 3202.00

Box culvert 9.00 9.00

17 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 a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Cum 8 1.14.1 1 73.00 0.00 0.00 0.00 73.00 0.00 10.00 83.00

18 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 coarse aggregates Cum 15 2.1.2 1 5206.00 220.00 0.00 0.00 5206.00 0.00 11.00 5217.00

19 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 15 2.2.2.1 1 5979.00 0.000 0.00 0.00 5979.00 0.00 12.00 5991.00

20 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head Cum 15 2.2.2.1 1 1195.80 0.000 0.00 0.00 1195.80 0.00 13.00 1208.80

21 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 17 2.4.3 1 5992.00 0.000 0.00 0.00 5992.00 0.00 14.00 6006.00

22 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head Cum 17 2.4.3 1 1198.40 0.000 0.00 0.00 1198.40 0.00 15.00 1213.40

23 Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates Cum 17 2.5.2 1 6186.00 0.000 0.00 0.00 6186.00 0.00 16.00 6202.00

24 Providing and laying in position Reinforced 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. M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates- Add shuttering charges-20% over head Cum 17 2.5.2 1 1237.20 0.000 0.00 0.00 1237.20 0.00 17.00 1254.20

25 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Section 1600 & 2200 T 104 14.1 3 92360.00 0.000 0.00 0.00 92360.00 0.00 18.00 92378.00

26 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 103 14.9 3 6415.00 0.000 0.00 0.00 6415.00 0.00 19.00 6434.00

27 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Section 1500,1600, 1700 & 2704 Cum 104 14.10 3 12012.00 6.800 -47.00 -319.60 11692.40 0.00 20.00 12032.00

28 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- Granular material Cum 99 13.5.a 3 944.00 0.000 0.00 0.00 944.00 0.00 21.00 965.00

29 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 99 13.7 3 1105.00 0.000 0.00 0.00 1105.00 0.00 22.00 1127.00

30 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Rmt 99 13.4 3 239.00 0.000 0.00 0.00 239.00 0.00 23.00 262.00

31 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. Rmt 103 14.5.a 3 2307.00 0.000 0.00 0.00 2307.00 0.00 24.00 2331.00

32 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A.Stone/Boulders cum 111 16.4.A 3 1635.00 0.000 0.00 0.00 1635.00 0.00 25.00 1660.00

33 Providing and fixing b 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, on M.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 etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 No 78 8.5 3.0 9000.00 0.000 0.00 0.00 9000.00 0.00 0.00 9000.00

Assistant Executive Engineer Executive Engineer

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

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

C/S Details (Typical)- Km 44.35 to 44.41

SDBC Shoulder 25

Existing WBM 100

C/S Details-from km 52.10 to 57.826

SDBC Shoulder 25

Existing WBM 100 100

C/S Details-from km 53.30 to 53.80

Shoulder SDBC Shoulder 25

GSB Existing C/way- 3.75m GSB 100

C/S Details- Km 44.35 to 44.41

Assistant Executive Engineer

PW Sub-Division Ramdurg

ಕೆಲಸದ ಹೆಸರು:- ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬಾದಾಮಿ ಗೊಡಚಿ ಗೊಕಾಕ ಫಾಲ್ಸ ರಸ್ತೆ ರಾ. ಹೆ -134 ರ ಕಿ. ಮೀ 64.55 ರಿಂದ 65.10 ವರೆಗೆ ಡಾಂಬರಿಕರಣ.

EXISTING CROSS SECTION

Wornout BT Surface

PROPOSED CROSS SECTION

Ch from km 64.575 to km 65.10

Assistant Executive Engineer Executive Engineer,

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

Name of the Road :- BADAMI GODACHI GOKAK FALLS ROAD (SH-134) (RIS ID-RMG-205)

Road Category: SH 34 Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD

S.A.Thimmapur Cross Chennapur Cross Chennapur S.L.T Chennapur S.L.T Cross Batakurki Cross Batakurki Village Naganur Cross Salapur Village Shivasagar Sugar Factory Udapudi Village Budnur Village Salahlli Village Narasapur Cross Godachi Approach Chandargi Cross Sidnal Village K Chandargi Village K Chandrrgi Sports School Murkatnal Cross Chikkoppa Village Bagojikoppa Village Taluka Border

5.50 m 3.75m Exist CW

7.00 m Over lap sh-34

Carriage Way Maintenance Length 2025-26 Maintenance Length 2025-26 Works under PROGRESS 2023-24 GSB(100mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Maintenance Length 2025-26 (WI:149738) IMPROVEMENT AND WIDENING 2022-23GSB(100mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) oOver lap SH-83 Maintenance Length 2025-26 (WI:149738) IMPROT AND WIDENING 2022-23GSB(100mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Over lap SH-20(9 Mtr) (WI:18000)Proposed Recarpetting work under Appendix-E 2024-25 SDBC 25mm Maintenance Length 2025-26 OVER lap SH-55

5.50 m 3.75m (WI:153154) under 5054 -2021-22 GSB(200mm) ,WMM(250mm) , BM(50mm) ,SDBC(25mm) Maintenance Length 2025-26 NFL Maintenance Length 2025-26

Maintenance Length 2025-26 over lap sh-34 Maintenance Length 2025-26 Last 5 Years Developed Length (2025-26 Maintenance) Work under PROGRESS Appendix E 2023-24 (WI :9938) Maintenance Length 2025-26 Maintenance Length 2025-26 Maintenance Length 2025-26 5054-SH IMP (2022-23) oOver lap SH-83 Maintenance Length 2025-26 (WI:149738) IMP AND WDNIG 2022-23,5054-SH Over lap SH-20(9 Mtr) (WI:18000)Proposed Recarpetting work under Appendix-E 2024-25 Maintenance Length 2025-26 OVER lap SH-55 Maintenance Length 2025-26

Legends Desciption Silent Features 3).Proposed works under Annual Works 2023-24 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 34.50 to 50.10, to 52.10 to 58.14, 76.17 to 78.10 13.48 APPENDIX-E 0.00 0.00 RC 0.00 Maintenance for 2024-25 26.67 33.42 Maint 6.75 Batakurki 33.20 34.25 1.05

Works Under Annual Plan 2025-26 Less than 5 years Intermediate lane 26.67 to 37.70 ,33.75 to 34.25,42.50 to 45.50,50.00 to 52.10,58.97 to 65.44,65.81 to 74.59 34.84 0.00 0.00 RC 0.00 Last 5 Years Developed Length 33.75 37.70 Maint 3.95 Salapur 41.00 41.500 0.500

Work Approved/ progress 2025-26 Two lane 0.00 0.00 0.00 CC Road 0.00 More than 5 year development length (2024-25) 42.00 45.30 Maint 3.30 Udupudi 47.00 47.40 0.40

Two lane + PS 0 0.00 0.00 0.00 CC Road 0.00 Non Feasible 45.30 50.10 Non Feasible 4.80 Salahalli 50.10 51.10 1.00

More than 5 year development length (2024-25) 50.10 53.30 Maint 3.20

0.00 0.00 CC Road 0.00 More than 5 year development length (2024-25) 58.97 65.10 Maint 6.13 Sidnal 62.00 62.30 0.30

Four lane 0 0.00 More than 5 year development length (2024-25) 65.81 74.59 Maint 8.78

More than 5 year development length (2024-25) 76.17 78.10 Maint 1.93 Chandaragi 65.10 65.44 0.34

Non Feasible Major Bridges 0 0 Total Length (in Km) 0.00 Total Length (in Km) 38.84

Major Bridges Minor Bridges 0 0 4). On going works 1). Completed Works and under DLP Chikoppa 76.00 76.40 0.40

Minor Bridges Railway Crossing 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) Bagojikoppa 77.80 78.00 0.20

CD 5054-SH 2022-23 53.30 58.14 RC 4.84 3054-Flood 0.00 0.00 RC 0.00 Total Length (in Km) 4.19

Village/ City Name 65.10 65.44 RC 0.34 0.00 0.00 ST 0.00

Total Length (in Km) 51.43 Total Length (in Km) 9.48 0.00 0.00 Wd 0.00

5). Eligible for Renewal 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 42.00 44.00 Ren 2.00 No. Details Length Other Department Works

Last 5 Year development length 3.95 45.30 50.10 Ren 4.80 1 1). Completed Works and under DLP 0.00 Under From To L (in Km)

Total Length (in Km) 6.80 2 2).Maintenance for 2025-26 38.84 KRDCL 0.00

More than 5 Year development length 34.89 3 3).Proposed works under Annual Works 2023-24 0.00 KSHIP 0.00

4 4). On going works 9.48 SHDP 0.00

Total Maintenance Length 38.84 5 5). Eligible for Renewal 6.80 Total Length (in Km) 0.00

Total Length (in Km) 55.12

Total length of the road 51.43

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಬದಾಮಿ ಗೊಡಚಿ ಗೋಕಾಕ ಫಾಲ್ಸ್ ರಾಜ್ಯ ಹೆದ್ದಾರಿ -134 ರ ಕಿ. ಮೀ 33.75 ರಿಂದ 34.25 ಕಿ. ಮೀ , ಕಿ.ಮೀ 52.10 ರಿಂದ 53.30 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 65.10 ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

WORKING BAR CHART.

Name of Division : PWD Division,Belagavi

Over lap SH-34 (7mt) 7.00 mtr Over lap SH-20 (9mt) Over lap SH-55 (7mt)

CRF (5.5mt) (2019-20 SCP) 5.50 mtr (2021-22 SCP) 5.50 mtr 2021-22 (Flood work) 5.50 mtr 5.50 m Over lap SH-83 (5.5mt) 5.50m 5.5m 5054-SH Imp (2018-19) 5.50

Badami Tq 3.75 m 3.75 5.50 3.75 3.75 5.50 m 3.75 m Gokak tq

Batakurki salapur Godachi Chandaragi Chikkoppa

Existing Road details

Over lap SH-34 (7mt) CMIDP Fund 2025-26 7.00 mtr 5.50 m 7.00 mtr Over lap SH-20 (9mt) Over lap SH-55 (7mt)

5.50 5.50m 5.5 5.50 5.50 CMIDP Fund 2025-26 5.5 On Going Appendix work Over lap SH-83 (5.5mt) CMIDP Fund 2025-26 5.50 m Recapretting under Saving amount 3054 Recarpetting 2024-25 apped e 5.50

Badami Tq 5.50 3.75 On Going Appendix work 3.75 m Gokak tq

Batakurki salapur Godachi Chandaragi Chikkoppa

Reconstruction/Ongoing

Proposed Road details Maintenance 2025-26

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Ramdurg PWD Division Belagavi