Widening & Asphalting of Gokak Taluka Border- State highway 134 Approach road vaya Hulkund - Salahalli - Bannur - Batakurki - Nandihal Road Channapur (New SH ) from km 36.25 to 36.60 and 38.00 to 38.25 in Ramdurg taluk of Belgavi District For The Year 2025-26(Reserved for ST Only)

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

1 PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ. ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.00 ರಿಂದ 38.0 ರವರೆಗೆ, 58.12 ರಿಂದ 58.36 ಮತ್ತು 62.60 ರಿಂದ 63.20 (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ರಸ್ತೆ ಸುಧಾರಣೆ.

2 ¯ÉPÀÌ ²Ã¶ðPÉ 5054 SH-Improvments.

3 C£ÀĪÉÆzÀvÀ QæÃAiÀiÁAiÉÆÃd£É ¥ÀvÀæ ¸ÀA.ªÀÄvÀÄÛ ¢. ¥ÀÄl ¸ÀA.& PÀæªÀÄ.¸ÀA PÀæªÀÄ.¸ÀA. ¥ÀÄl 350

4 CAzÁdÄ ªÉÆvÀÛ 350 Laks

5 ¥Àæ¸ÀÛPÀ ¸Á°£À C£ÀÄzÁ£À 350 Laks

6 C£ÀĪÉÆâvÀ ZÉÊ£ÉÃeï Km 36.00 to 38.00 & 58.12 to 58.36 & 62.40 to 63.20 15.85

8 ºÁ° gÀ¸ÉÛAiÀÄ ¹Üw BT Road

9 gÀ¸ÉÛAiÀÄ ªÀVÃPÀgÀt Upgraded 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 5.42 % (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 115

Wearing coarse:- BC 40

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

Sub-Base :- GSB G-V 150

Wearing coat:-PQC M30 200

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 CD 1) Earthwork excavation 2)PCC 3) RCC M20 3) TMt Steel Fe 550

e For Drain 1) Earthwork excavation 2)PCC 3) RCC M20 3) TMt Steel Fe 550

d For Box cell culvert (3.0mx2.5m) size at km 63.20 and Retaing wall 3.00 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

HEAD OF ACCOUNT: 3054-03-334-0-05-200 SH Maintenance For The Year 2025-26

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

ESTIMATED COST RS :- 46.79 LAKHS

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

Division. PW Dept.Belgaum Division.Belgaum

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

Fund Head. 3054-03-334-0-05-200 SH Maintenance For The Year 2025-26

Department Head.

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

Estimated Cost Rs :- 46.79 Lakhs

Administratively sanctioned under Date.

Techanically sanctioned under No. Date.

Estimate prepared by by Shri.Devaraddi.P.T 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 ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ 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 SH Maintenance ಅಡಿಯಲ್ಲಿ ಸದರಿ ಚೈನೇಜ್‌ ನಲ್ಲಿ ಡಾಂಬರೀಕರಣ ಹಾಗೂ ಅಗಲೀಕರಣ ಮಾಡುವುದು ಅವಶ್ಯಕವಿದ್ದು. ಕಾರಣ ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಗಿಡ ಗಂಟಿ ತೆಗೆಯುವುದನ್ನು ಅಳವಡಿಸಿಕೋಂಡಿರುವುದಿಲ್ಲ. ಹಾಗೂ ಸದರಿ ರಸ್ತೆಯನ್ನು ಸುಧಾರಣೆ ಮಾಡುವುದು ತುಂಬಾ ಅವಶ್ಯಕವಿದ್ದು. ಹಾಗೂ ಸದರಿ ಕಾಮಗಾರಿಗೆ ರಾಜ್ಯ ಹೆದ್ದಾರಿ ನಿರ್ವಹಣೆ ಅಡಿಯಲ್ಲಿ ಕಾರ್ಯಕ್ರಮ ಪಟ್ಟಿ ಹಾಗೂ 46.79 ರೂ ಲಕ್ಷಗಳಿಗೆ ಅನುಮೋದನೆಗೊಂಡಿರುತ್ತದೆ. ಒದಗಿಸಿದ ಅನುದಾನಕ್ಕೆ ತಕ್ಕಂತೆ ಅಂದಾಜು ಪಟ್ಟಿಯನ್ನು ತಯಾರಿಸಿ ಆಡಳಿತಾತ್ಮಕ ಹಾಗೂ ತಾಂತ್ರಿಕ ಅನುಮೋದನೆಗಾಗಿ ಈ ಮೂಲಕ ತಮ್ಮಲ್ಲಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

ಈ ಕೆಳಗಿನ ಐಟಂಗಳನ್ನು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ.

1) Clearing and grubbing road land.

2) Scarifying the existing bituminous road surface to a depth of 50 mm.

3) Earth work in surface excavation.

4) Construction of sub-grade and earthen shoulders.

5) Construction of Granular Sub-Base 100 mm For Widening.

6) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 250 mm For Widening.

7) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base.

8)Providing and applying tack coat with VG-10 Bitumen using pressure broom

9)Providing and laying Bituminous Macadam 50 mm

10)Providing and laying Semi Dense Bituminous Concrete 25mm

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24 ನೇ (2025-26 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ)ಸಾಲಿನ ರಾಜ್ಯವ್ಯಾಪ್ತಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ.46.79 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರರು

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಕಲಹಾಳ-ಚಿಕ್ಕೋಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ 0.00 ರಿಂದ 1.00 ಕಿ.ಮೀ ಹಾಗೂ 1.90 ರಿಂದ 2.4ರವರೆಗೆ (ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ) ಸುಧಾರಣೆ ಮಾಡುವುದು.

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 1 (Intermediate lane)

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

n= Design life in Years 15 Years

r = Annual growth rate of Commercial vehicle 5 %

P = No. of Commercial Vehicle as per last count 210 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

P.W.D.CODE PARA - 133

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

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

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 ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

PAVEMENT THICKNESS DETAILS

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

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

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

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Ramdurg PWD Division, Belagavi

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

Lumpsum for QA Third Party , Lumpsum For Planatition , Tender Premium, Add L/S For Shifting Of Electrical Poles & Tree Cutting etc.

RECAPTULATION SHEET

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

1 ESTIMATE- ROAD 3957332.75 : 3957277.77 #VALUE!

2 ESTIMATE- BOX CULVERT 0.00

3 ESTIMATE- CD #REF!

4 ESTIMATE-CC DRAIN #REF!

5 ESTIMATE-ROAD MAINTENANCE FOR 3rd , 4th , & 5th YEAR 0.00

8 QA Charges & Third Party InspectionPlantation charges 1% 0.00

9 Tender Premium 5% 0.00

3 Tender Premium 5% 0.00

4 Miscellaneous charges (Electrical line shifting and Others) Water Supply Pipline shifting 9,347.36 9,412.23

above as per ce office instructions 5017.25

PWD/2025-26/RD/WORK_INDENT35216 4679000

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

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

Estimate (Abstract)

Sl. no Description of Item Qty Unit Rate Amount

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 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 259.60 Cum 95.00 24662.00

2 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) 183.75 sqm 6.00 1102.50

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 0.00 Sqm 4.00 0.00

4 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) 185.85 Cum 493.00 91624.05

5 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 247.80 Cum 2359.00 584560.20

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) 324.50 Cum 2559.00 830395.50

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 3245.00 sqm 46.00 149270.00

8 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom 3245.00 sqm 16.00 51920.00

9 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) 162.25 Cum 8208.00 1331748.00

10 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. 81.13 Cum 10996.00 892050.50

12 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle #REF! No 4671.00 #REF!

13 #REF! 0.00 #REF! #REF! #REF!

14 #REF! #REF! #REF! #REF! #REF!

13 #REF! 0.00 #REF! #REF! #REF!

14 #REF! 0.00 #REF! #REF! #REF!

2 #REF! 0.00 #REF! #REF! #REF!

4 #REF! 0.00 #REF! #REF! #REF!

5 #REF! 0.000 #REF! #REF! #REF!

6 #REF! 0.00 #REF! #REF! #REF!

7 #REF! 0.00 #REF! #REF! #REF!

CC DRAIN CH: 0.19 to 1.00

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,including setting out, shoring,strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 0.00 Cum #REF! #REF!

2 #REF! 0.00 Cum #REF! #REF!

3 #REF! 0.00 Cum #REF! #REF!

6 #REF! 0.00 tonne #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

#REF! #REF! 0.00 #REF! #REF! #REF!

Grand Total Rs :- 3957332.75

Assistant Executive Engineer

PWD, Sub-Division.Ramdurg

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

Estimate (Measurement)

Sl. no Description of Item Nos Measurement Qty Unit

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% -1 40% 944.00 sqm

Total: 0.000 per 100 Sqm

1 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

3 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @Rs. 60.00/m

#REF! Reused 80% Of excavated Quantity 207.68

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

From Km 36.25 to 36.60

2 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)

Deduct for Voids- 30% (-) 258.75

Total: 183.75 m2

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

3 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)

4 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

Total: 247.80 m3

5 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)

Total: 324.50 m3

6 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

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

Total: 3245.00 m2

9 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)

Total: 162.25 m3

10 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.

Total: 81.13 m3

edge painting on curves 2 500.00 0.100 100.00

CD Works-HMP culverts-1000 dia

HMP Culverts - 10.00 mtr wide CH: 0.4 And 0.3(1 Vent)

Total: 0.000 m3

HMP Culverts - 10.00 mtr wide CH: 0.4 And 0.3(1 Vent)

HMP Culverts - 10.00 mtr wide CH: 0.4 And 0.3(1 Vent)

Deduction for Pipe 2 -2 0.785 1.00 0.73 -2.28

Grand Total: 0.00 m3

Qty as item NO 3 0.00 m3

CH: 0.4 And 0.3(1 Vent)

HMP Culverts - 10.00 mtr wide

Head wall 0.72,

10mm dia main bar @ 150c/c 2 2 40.0 6.0 0.62 595.2 Kg

8mm Distribution bar @ 200c/c 2 2 30 6.0 0.38 273.6 Kg

Total: 0.00 Tonne

NP3 Pipe 1000mm Dia 1 2 10.00 20.00

(For Approch Roads)NP3 Pipe 1000mm Dia 1 1 12.00 24.00

Burried pipe 5 1 4.00 20.00

Box Cell Bridge (2vent 3mx2m)

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

Box culvert at km 34.25

Retaining wall 4 1 5.00 3.00 0.15 9.00

Box culvert at km 34.25

Retaing wall raft 4 1 5.00 2.65 0.400 21.20

Qty as item -25 0.00

Box culvert at km 34.25

Retaining wall 4 1 5.00 0.35 4.450 31.15

Box culvert at km 34.25

Qty as item -25 0.00

Box culvert at km 34.25

Qty as item -25 0.00

Qty as per statement 1 #REF!

approach slab 1 2 11.54 2.50 0.15 8.655

approach slab 1 2 11.54 2.50 0.30 17.310

aproach embankment pitching 1 4 5.00 3.00 0.30 18.000

Retaing wall 16 4 0.25 16.000

box culvert 1 2 17.00 34.000

aproach embankment pitching 1 4 5.00 3.00 0.30 18.000

CC DRAIN CH: 0.19 to 1.00

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

RCC For CC Drain L/S

RCC For CC Drain R/S

Form Work 35% for wall 312.75

Form Work 20% for Slab 78.75

main bars (U bars) 3500 2.45 0.62 Kg/m 5316.50

10mm @ 200mm C/C

Distribution bars 12 1250.00 0.39 Kg/m 5971.88

8mm @ 200mm C/C

Distribution bars

Total: 0.00 Tonne

Assistant Executive Engineer

PWD, Sub-Division.Ramdurg

PÉ®¸ÀzÀ ºÉ¸ÀgÀÄ:- ¨É¼ÀUÁ« f¯Éè gÁªÀÄzÀÄUÀð vÁ®ÆQ£À §zÁ«Ä UÉÆqÀa UÉÆÃPÁPÀ ¥sÁ®ì gÁdå ºÉzÁÝj-134 gÀ Q.«ÄÃ.37.70 jAzÀ 42.00gÀ ªÀgÉUÉ CUÀ°ÃPÀgÀt ºÁUÀÆ ¸ÀÄzsÁgÀuÉ.

Maintenance RATE ANALYSIS

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

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

1 Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, 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 & 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. As per SE BGM approved rate for 2023-24 per km As per SE BGM approved rate for 2023-24 31210.00 0.00 0.00 0.00 31210.00 0.00 31210.00

2 Road Maintenance for 4th year for road with BM+SDBC as wearing coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, 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 & 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. As per SE BGM approved rate for 2023-24 per km As per SE BGM approved rate for 2023-24 54730.00 0.00 0.00 0.00 54730.00 0.00 54730.00

3 Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss.of material/ irregulanties on shoulder wherever necessary Maintenance & 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 prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance As per SE BGM approved rate for 2023-24 per km As per SE BGM approved rate for 2023-24 69070.00 0.00 0.00 0.00 69070.00 0.00 69070.00

Assistant Executive Engineer Executive Engineer,

PWD Department, Sub-Division Ramdurg PWD.Dept.Belgaum Dn.Belgaum

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

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% Total Rate (Rs.)

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

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 ii (a) 3 393.00 0.00 0.00 0.00 393.00 393.00

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 Cum 8 1.12 1 95.00 0.00 0.00 0.00 95.00 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 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 3.11 3 4.00 0.00 0.00 0.00 4.00 4.00

4 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work (PWD SR 2023-24 Vol III Item No-4.14 (B) (P.No.26) Cum 7 1.80 1 474.00 0.00 0.00 0.00 474.00 474.00

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. 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 0.00 493.00 493.00

6 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 23 4.2 (v) 3 2359.00 0.00 0.00 0.00 2359.00 2359.00

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 26 4.17 3 2559.00 0.00 0.00 0.00 2559.00 2559.00

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 31 5.1 A i 3 41.00 0.0009 0.00 0.00 41.00 41.00

9 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 0.00020 0.00 0.00 12.00 12.00

10 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 5.8(C) 3 7661.00 0.072 0.00 0.00 7661.00 7661.00

11 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Cum 43 5.31 3 10152.00 0.115 0.00 0.00 10152.00 10152.00

9 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 5.10 3 46.00 0.001 0.00 0.00 46.00 46.00

10 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared granular surface cleaned with mechanical broom sqm 31 5.40 3 16.00 0.000 0.00 0.00 16.00 16.00

11 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 5.8(C) 3 8208.00 0.072 0.00 0.00 8208.00 8208.00

12 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 0.115 0.00 0.00 10996.00 10996.00

13 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as Cum 149 16.28 3 6639.00 0.00 0.00 0.00 6639.00 6639.00

9 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 4671.00

14 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 4671.00

Assistant Executive Engineer Executive Engineer

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

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

Name of Division : PWD,Belgaum-Div Belgaum Name of Sub-Division : PWD, Sub-Div Ramdurg

Existing Road details

3.75m SUBGRADE-300, GSB-200,WMM-250,BM-50,SDBC,25

Proposed Road details

3.75m Warnout BT Surface 3.75m Width 5.50 m Width 3.75m Width

Existing Road details

5.50m SUB Grade 200 mm GSB 100mm,WMM 150mm,PQC 200mm M30 3.75m Width 5.50 m Width 3.75m Width

Proposed Road details

Assistant Executive Engineer Executive Engineer

PWD.Sub-Div.Ramdurg PWD.Belgaum Div.Belgaum

ಕೆಲಸದ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲ್ಲೂಕಿನ ಗೋಕಾಕ ತಾಲ್ಲೂಕಾ ಹದ್ದಿನಿಂದ ಎಸ್.ಹೆಚ್-134 ಗೆ ಕೂಡು ರಸ್ತೆ ವ್ಹಾಯಾ: ಹುಲಕುಂದ,ಸಾಲಹಳ್ಳಿ-ಬನ್ನೂರು ಬಟಕುರ್ಕಿ -ನಂದಿಹಾಳ, ಚೆನ್ನಾಪೂರ ಹೊಸ ರಾಜ್ಯ ಹೆದ್ದಾರಿಯ ಕಿ.ಮೀ 36.25 ರಿಂದ 36.60 ರವರೆಗೆ, 58.12 ರಿಂದ 38.00 ರಿಂದ 38.25 ರವರೆಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಡಾಂಬರೀಕರಣ.

EXISTING CROSS SECTION @ CH:36.25 to 36.60

Warnout BT Surface

GSB=100 mm Existing Road GSB=100mm

Praposed Cross Section Of Road CH: 36.25 to 36.60

Proposed C/S Of CC Road @ CH: 0.840 to 0.940

CC Drain 0.75*0.75 200 mm PQC M30 CC Drain 0.75*0.75

200 mm Subgrade

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Ramdurg PWD Division Belagavi