Improvement and Widening of Badami Godachi Gokak Falls Road SH-134 From Km 33.75 to 34.25, Km 52.10 to 53.40 and km 62.00 to 63.65 (In Selected Reaches) in Ramdurg Taluk of Belgavi district

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

1 PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ. ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ನಾಗರಾಳಿ-ಕಟಕೊಳ ರಾಜ್ಯ ಹೆದ್ದಾರಿ-138 ರ ಕಿ.ಮೀ. 118.00 ರಿಂದ 120.00 ರವರಗೆ ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ

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

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

4 CAzÁdÄ ªÉÆvÀÛ 400.00 lakhs

5 ¥Àæ¸ÀÛPÀ ¸Á°£À C£ÀÄzÁ£À 400.00 lakhs

6 C£ÀĪÉÆâvÀ ZÉÊ£ÉÃeï km 118.00 to 120.00 15.85

7 ¥Àæ¸ÁÛ¦vÀ ZÉÊ£ÉÃeï km 118.00 to 120.00

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:-BM 105

Wearing coarse:- SDBC 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

HEAD OF ACCOUNT:- HEAD OF ACCOUNT: 5054 SH IMPROMENTS

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

ESTIMATED COST RS :- 450.00 LAKHS

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

Division. PW Dept.Belgaum Division.Belgaum

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

Fund Head. 5054- SH Improvements

Department Head.

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

Estimated Cost Rs :- 450.00 Lakhs

Administratively sanctioned under No. Date.

Techanically sanctioned under No. Date.

Estimate prepared by by Shri.Chidanand Urf Rahul B Koppad AE

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

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

¸ÁªÀiÁ£Àå ªÀgÀ¢

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ. ಅಡಿಯಲ್ಲಿ ಅಂದಾಜು ಮೊತ್ತ ರೂ.450.00 ಲಕ್ಷಗಳು ಮಂಜೂರಾಗಿರುತ್ತದೆ. 2019 ರಿಂದ 2025 ನೇ ಸಾಲಿನಲ್ಲಿ ಸುರಿದ ಮಳೆಯಿಂದ ರಸ್ತೆಯು ತುಂಬಾ ಹಾಳಾಗಿರುತ್ತದೆ. ಕಿ.ಮೀ 33.75 ರಿಂದ 34.25,ಕಿ.ಮೀ 52.10 ರಿಂದ 53.40 ಹಾಗೂ ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65,, ರ ರಸ್ತೆ ಮಳೆಯ ಕಾರಣ ಹಾಗೂ ಅತಿಯಾದ ವಾಹನ ಓಡಾಟದಿಂದ ಕುಸಿದಿದ್ದು, ಕಿ.ಮೀ 33.75 ರಿಂದ 34.25 ವರಗೆ 3.75 ಮೀಟರ್ ರಸ್ತೆಯನ್ನು 7.00 ಮೀಟರ್ ಅಗಲ, ಕಿ.ಮೀ 52.10 ರಿಂದ 53.40 ವರಗೆ 3.75 ಮೀಟರ್ ರಸ್ತೆಯನ್ನು 5.50 ಮೀಟರ್ ಅಗಲ ಹಾಗೂ ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ವರಗೆ 5.5 ಮೀಟರ್ ರಸ್ತೆಯನ್ನು ಸುಧಾರಣೆಗಾಗಿ ಪರಿಗನಿಸಲಾಗಿರುತ್ತದೆ. ಕಿ.ಮೀ 33.75 ರಿಂದ 34.25 ವರಗೆ 0.9 x 1.2 ಮೀಟರ್ ಅಗಲದ ಗಟಾರು ನಿರ್ಮಾಣ ಅವಶ್ಯಕವಿದ್ದು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಪ್ರಾವಧಾನಮಾಡಲಾಗಿರುತ್ತದೆ.. ಆದ್ದರಿಂದ ಸದರಿ ರಸ್ತೆಯನ್ನು ಅಭಿವೃದ್ದಿಪಡಿಸುವುದು ಅವಶ್ಯವಾಗಿರುತ್ತದೆ. ಈ ಕೆಳಕಂಡ ಅಂಶಗಳನ್ನು ಅಂದಾಜು ಪಟ್ಟಿಯಲ್ಲಿ ಪರಿಗಣಿಸಲಾಗಿದೆ.

F PɼÀV£À LlAUÀ¼À£ÀÄß CAzÁdÄ ¥ÀwæPÉAiÀÄ°è C¼ÀªÀr¸À¯ÁVzÉ.

For Road For Drain Work

1) Earth work excavation 5) WMM 9). Earth work

6) BM 10). PCC and RCC M20

3) Sub grade 7) SDBC 11) TMT steel fe 550

4) GSB G-V 8) Road Furnitures 12) 1000mm dia NP3 pipe

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24ನೇ ಸಾಲಿನ(2025-26 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದು ) ರಾಜ್ಯವ್ಯಾಪ್ತಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ.450.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ್

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

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

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

TRAFFIC PROJECTION

(Design of Road Crest)

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

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

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

D = Lane Distribution Factor 0.75 (Intermediate lane)

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

n= Design life in Years 20 Years

r = Annual growth rate of Commercial vehicle 5 %

P = No. of Commercial Vehicle as per last count 551.6 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

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

PAVEMENT THICKNESS DETAILS

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

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

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

* stage construction

Assistant Executive Engineer, Executive Engineer,

PWD Sub Division, Ramdurg PWD Division, Belagavi

Road Traffic Census Data - Form IV Report

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUs

DATED FROM 22/02/2025 to 23/02/2025

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

RIS INFORMATION

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 2021-2022 SH RMG201 Highway Connecting Nagaragali-Kattekol via Nandiga Parishchad-MK Hubli-Tigadi-Inchala-Murugodu SH138 122 124.2 2.2 5054-03-337-0-17-154 200 Reconstruction WI:150489

2 Ramdurg Belgaum 2021-2022 SH RMG201 Highway Connecting Nagaragali-Kattekol via Nandiga Parishchad-MK Hubli-Tigadi-Inchala-Murugodu SH138 124.55 124.9 0.35 5054-03-337-0-17-154 200 Reconstruction WI:150489

3 Ramdurg Belgaum 2020-2021 SH RMG201 Highway Connecting Nagaragali-Kattekol via Nandiga Parishchad-MK Hubli-Tigadi-Inchala-Murugodu SH138 124.86 126.16 1.3 5054-03-337-0-17-154 170 182.88 182.76 Reconstruction Completed

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ. Improvement and Widening of Badami Godachi Gokak Falls Road SH-134 From Km 33.75 to 34.25, Km 52.10 to 53.40 and km 62.00 to 63.65 (In Sected Reaches) in Ramdurg Taluk of Belgavi district

RECAPTULATION SHEET

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

3 ESTIMATE - Road Maintanace

3 Road Maintenanace of 3rd,4th and 5th year 479,884.80 479884.8

QA Charges 1% 0.00 0.00

7 QA Charges/ Plantation/Third party Miscellaneous charges (Electrical line shifting , Tree cutting and Others) 39,428.11 39,275.77

above as per ce office instructions

PWD/2025-26/RD/WORK_INDENT31056

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

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

Estimate (Abstract)

Sl. no Description of Item Qty Unit Rates As per SR 2023-24 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)) 36.48 per 100 Sqm 393.00 393.00 14336.64

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 25.00 25.00 0.00

2 Earthwork by Mechanical means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. 1531.20 Cum 95.00 95.00 145464.00

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) 5374.00 sqm 6.00 6.00 32244.00

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 4.00 0.00

5 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. 0.00 Cum 474.00 474.00 0.00 0

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) 5572.93 Cum 493.00 493.00 2747452.03

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 3057.94 Cum 2359.00 2359.00 7213674.56

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) 3855.88 Cum 2559.00 2559.00 9867184.13

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 17672.50 sqm 41.00 41.00 724572.50

9 Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 17672.50 sqm 14.00 14.00 247415.00

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) 883.63 Cum 7661.00 7661.00 6769451.13

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. 441.81 Cum 10152.00 10152.00 4485280.50

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 8.00 each 4671.00 4671.00 37368.00

13 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 632.00 Sqm 530.00 530.00 334960.00

14 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment 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. 351.00 No 365.00 365.00 128115.00

15 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. 1.80 Sqm 8995.00 8995.00 16191.00

16 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. 0.00 Cum 474.00 474.00 0.00

Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 16.17 30.00 M 2592.00 2592.00 77760.00

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 3.00 No 9000.00 9000.00 27000.00

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 674.90 Cum 102.00 102.00 68839.80

18 Providing and laying in position plain cement concrete 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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) 62.20 Cum 5607.00 5607.00 348755.40

19 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including formwork) (Vol-I, P.No. 17 / I.No. 2.4.2) 246.30 m3 6221.00 6221.00 1532232.30

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 159.30 m3 2177.35 2177.35 346851.86

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 34.20 m3 1244.20 1244.20 42551.64

20 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) 8.61 Tonne 69749.00 69749.00 600205.79

Total Rs :- 2939436.79

Assistant Executive Engineer

PWD, Sub-Division.Ramdurg

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

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% (-) 2432.00

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

Kaccha Drain 0 0.30 2420.00 0.000

2 Earthwork by Mechanical means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work.

for widening in Box portion

For Box cutting

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)

Deduct for Voids- 60% (-) 8061.00

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

Widening portion

5 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.

6 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)

for widening for Box

Reuse excavted qty obtained in Ch 33.75 To 34.25 50% 1440.00

7 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 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)

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

Bellmouth 1 30.00 7.75 232.50

10 Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503

Bellmouth 1 30.00 7.75 232.50 m2

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)

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.

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

signages 1 8.00 8.00

13 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 2 480.00 0.100 96.00

centrer paint 1 240.00 0.100 24.00

edge painting 2 1300.00 0.100 260.00

edge painting 2 1260.00 0.100 252.00

14 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment 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 2 169.00 338.00

for center 1 13.00 13.00

15 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.

16 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.

filling quantity 0 180.00 1.60 1.20 0.00

15 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 16.17

Burried pipe 3 10.00 30.00

15 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

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

Batakurki Village limit

Sidnal Village limit

Total: 674.90 Cum

18 Providing and laying in position plain cement concrete 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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3)

Total: 62.20 Cum

19 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including formwork) (Vol-I, P.No. 17 / I.No. 2.4.2) s

For L/S 33.75 to 34.15

RCC For CC Drain

RCC For CC Drain

Total: 246.30 m3

19 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates s

formwork 35% for wall 1 159.30

Total: 159.30 m3

19 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates s

formwork 20% for wall 1 34.20

Total: 34.20 m3

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

For L/S 33.75 to 34.15

main bars (U bars) 1400 3.05 0.62 Kg/m 2647.40

10mm @ 200mm C/C

Distribution bars 15 280.00 0.39 Kg/m 1665.30

8mm @ 200mm C/C

Distribution bars

main bars (U bars) 1299 2.10 0.62 Kg/m 1691.30

10mm @ 200mm C/C

Distribution bars 10 260.00 0.39 Kg/m 963.30

8mm @ 200mm C/C

Distribution bars

Assistant Executive Engineer

PWD, Sub-Division.Ramdurg

CD Works-HMP culverts-1000 dia

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,including setting out, shoring,strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in 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 116.750 ,km 117.320

2 Providing and laying in position plain cement oncrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates 25.44

HMP Culverts- 12.50 mtr wide

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

HMP Culverts- 12.50 mtr wide

deduct for pipe 1 -2 0.785 1.00 0.73 -1.14

4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add for shuttering works- 8% over head charges

Qty as item NO 19 12.27

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

HMP Culverts- 12.50 mtr wide

Head wall 1 at 119.250,118.326

8mm Distribution bar @ 200c/c 1 2 23 3.00 0.38 52.44

8mm Distribution bar @ 200c/c 1 2 28 4.00 0.38 85.12

Head wall 2 at 117.80

8mm Distribution bar @ 200c/c 1 2 27 5.00 0.38 0.00

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

HMP Culverts- 12.50 mtr wide 1 2 12.50 25.00 mtr

7 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 16.17

Burried pipe 5 1 10.00 50.00 Mt

Box Cell Bridge (2vent 3mx2m)

in Single row including pointing ends and fixing collars with Mt

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

cement mortar 1:2 including cost of all materials, labour, curing

Box culvert at km 34.25 Cum

Retaining wall 4 1 5.00 3.00 0.15 9.00

completeas per specifications.

Box culvert at km 34.25 Cum

Retaing wall raft 4 1 5.00 2.65 0.400 21.20

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

Qty as item -25 0.00

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 cum

Retaining wall 4 1 5.00 0.35 4.450 31.15

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 cum

7 Qty as item -25 0.00

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

Box culvert at km 34.25

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

9 Qty as item -25 0.00

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

Qty as per statement 1 #REF!

10 Curtain wall

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

approach slab 1 2 11.54 2.50 0.15 8.655

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

approach slab 1 2 11.54 2.50 0.30 17.310

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

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

aproach embankment pitching 1 4 5.00 3.00 0.30 18.000

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 cum

Retaing wall 16 4 0.25 16.000

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. Rm

box culvert 1 2 17.00 34.000

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 Rm

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

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 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 Earthwork by Mechanical means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. Cum 5 1.10 1 95.00 0.00 0.00 0.00 95.00 0.00 0.00 95.00

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 144 16.8(b) 1 25.00 0.00 0.00 0.00 25.00 0.00 0.00 25.00

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 3.11 3 4.00 0.00 0.00 0.00 4.00 0.00 0.00 4.00

5 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. Cum 7 1.80 1 474.00 0.00 0.00 0.00 474.00 0.00 0.00 474.00

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 0.00 0.00 493.00

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 20 4.2 (v) 3 2359.00 0.00 0.00 0.00 2359.00 0.00 0.00 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 0.00 0.00 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 3 41.00 0.0000 0.00 0.00 41.00 0.00 0.00 41.00 41 7.0 mtr

9 Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 sqm 31 5.40 3 14.00 0.00000 0.00 0.00 14.00 0.00 0.00 14.00 12 7000 84000 5500 66000

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 33 5.8(C) 3 7661.00 0.000 0.00 0.00 7661.00 0.00 0.00 7661.00 7462 350 2611700 275 2052050

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 0.000 0.00 0.00 10152.00 0.00 0.00 10152.00 10152 175 1776600 137.5 1395900

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 each 63 8.5 (ii) 3 4671.00 0.000 0.00 0.00 4671.00 0.00 0.00 4671.00 4472300 23658467 3513950

13 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 4258524.06 632511

14 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment 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 27916991.06 4146461

15 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 3.376373249

17 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. Cum 7 1.80 1 474.00 0.000 0.00 0.00 474.00 0.00 0.00 474.00

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 Cum 8 1.14.1 1 102.00 0.00 0.00 0.00 102.00 0.00 0.00 102.00

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 Cum 15 2.1.2 1 5607.00 0.00 0.00 0.00 5607.00 0.00 0.00 5607.00

18 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 16 2.4.2 1 6221.00 0.00 0.00 0.00 6221.00 0.00 0.00 6221.00

19 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add for shuttering works- 8% over head charges Cum 16 2.4.2 1 497.68 0.00 0.00 497.68 0.00 0.00 497.68

20 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Sub structure of Bridges) T 18 2.11 (h) 1 69749.00 0.000 0.00 0.00 69749.00 0.00 0.00 69749.00

21 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. b)1000 mm dia M 146 16.15 b 3 7958.00 0.000 0.00 0.00 7958.00 0.00 0.00 7958.00

NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 0.00 0.00

22 in Single row including pointing ends and fixing collars with Cum 8 1.14.1 1 73.00 0.00 0.00 0.00 73.00 0.00 0.00 73.00

23 cement mortar 1:2 including cost of all materials, labour, curing Cum 15 2.1.2 1 5206.00 220.00 #REF! #REF! #REF! #REF! 0.00 5206.00

24 completeas per specifications. Cum 15 2.2.2.1 1 5979.00 0.000 #REF! #REF! #REF! #REF! 0.00 5979.00

25 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 0.00 1195.80

26 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 0.00 5992.00

27 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 0.00 1198.40

28 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 0.00 6186.00

29 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 0.00 1237.20

30 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 0.00 92360.00

31 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 0.00 6415.00

32 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 0.00 12012.00

33 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 #REF! #REF! #REF! #REF! 0.00 944.00

34 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 0.00 1105.00

35 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 0.00 239.00

36 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 0.00 2307.00

37 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 0.00 1635.00

22 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 16.17 M 147 16.17 3 2592.00 0.000 0.00 0.00 2592.00 0.00 0.00 2592.00

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 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 0.000 0.000 0.000 102.00 0.00 0.00 0.00 102.00

2 Providing and laying in position plain cement concrete 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 appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3) Cum 15 2.1.2 1 5607.00 0.000 0.000 0.000 5607.00 0.00 0.00 0.00 5607.00

3 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including formwork) (Vol-I, P.No. 17 / I.No. 2.4.2) Cum 17 2.4.2 1 6221.00 0.000 0.000 0.000 6221.00 0.00 0.00 0.00 6221.00

4 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 (h) 1 69749.00 0.000 0.000 0.000 69749.00 0.00 0.00 0.00 69749.00

13 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 18000.00

Annual Maintenance 0.00 0.00

1 Road Maintenance for 3rd year for road with BM+SDBC as wearing coat Maintenance of Road for 3rd year including following items 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 ofnserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Motor Grader In area of light jungle. 2) Surface Drains in Soil 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. Mechanical Means 3) Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor 4) Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.5) Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refitting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Painting two coats with synthetic enamel paint 6) White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 7) Patching of shallow potholes on asphalt surfaces by using corresponding standard premixes including removing the failed materials on the road surface, preparation of potholes to the required standards before patching them, application of tack coat at 2.0 kg/10 sqm over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specifications. using SDBC 25 mm thick. per km As per SE BGM approved rate for 2023-24 31210.00 0.00 0.00 0.00 31210.00 0.00 0.00 31210.00

2 Road Maintenance for 4th year with BM+SDBC coat as wearing coat Maintenance of Road for 4th year including following items 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. By Mechanical Means using Motor Grader In area of light jungle. 2) Surface Drains in Soil 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. Mechanical Means 3) Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor 4) Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.5) Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refitting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Painting two coats with synthetic enamel paint 6) White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 7) Patching of shallow potholes on asphalt surfaces by using corresponding standard premixes including removing the failed materials on the road surface, preparation of potholes to the required standards before patching them, application of tack coat at 2.0 kg/10 sqm over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specifications. using SDBC 25 mm thick. 8) Patching of shallow potholes on asphalt surfaces by using corresponding standard premixes including removing the failed materials on the road surface, preparation of potholes to the required standards before patching them, application of tack coat at 2.0 kg/10 m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per standard specification using BM for base coarse 50mm thick and 25mm thick SDBC for finishing. per km As per SE BGM approved rate for 2023-24 54730.00 0.00 0.00 0.00 54730.00 0.00 0.00 54730.00

3 Road Maintenance for 5th year with BM+SDBC coat as wearing coat Maintenance of Road for 5th year including following items 1) 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 (2) 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 per km As per SE BGM approved rate for 2023-24 69070.00 0.00 0.00 0.00 69070.00 0.00 0.00 69070.00

Assistant Executive Engineer Executive Engineer

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

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

Warnout BT surface

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

Sub grade= 2.55 m Existing Road Sub grade= 2.55 m 200

C/S Details-from km 52.10 to 53.40

Shoulder 0.875 SDBC 0.875 Shoulder 25

WMM WMM WMM 250

GSB GSB 50 9.15

Sub grade Sub grade 300

C/S Details-from km 118.00 to 118.650

Shoulder Bm+SDBC Shoulder Existing drain

cc drain 0.9x 1.2

GSB Carriage width 100 mm

GSB 100 (Full width) 100 mm

Sub grade For full width 200mm

C/S Details-from km 33.75 to 34.25

Shoulder SDBC Shoulder 25

from km 62.30 to 62.940

C/S Details-from km 62.30 to 66.94 and km 63.220 to 63.520 from km 62.940 to 63.220

from km 63.220 to 63.520

Shoulder Bm+SDBC Shoulder Existing drain

cc drain 0.6x 0.75

GSB Carriage width 100 mm

GSB 100 (Full width) 100 mm

Sub grade For full width 300mm

C/S Details-from km 62.940 to 63.220

Assistant Executive Engineer,

PWD, Subdivision Ramdurg

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

Warnout BT surface

C/S Details (Typical)-from km 62.30 TO 62.940 , km 63.220 TO 63.590 and km 62.940 TO 63.220

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 GSB 100 525

Sub grade= 2.675 m Existing Road Sub grade= 2.675 m 300 8.65

C/S Details-from km 62.30 TO 62.940 km 63.220 TO 63.590 3.025

Shoulder 0.875 SDBC 0.875 Shoulder 25

WMM WMM WMM 250

GSB GSB 50 9.15

Sub grade Sub grade 300

C/S Details-from km 118.00 to 118.650

Shoulder SDBC Shoulder 25

3.75 Subgrade 150 8.65

C/S Details-from km 62.940 TO 63.220 3.025

Assistant Executive Engineer

PW Sub-Division Ramdurg

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

3rd,4th,5th Year Maintance Estimate (Measurement)

Sl. no Description of Item Nos Measurement Qty Unit Rate Amount

Chainage Width (m) From To Total

Km. 7.00 33.750 34.250 0.480 Reconstruction

Total Length : 0.480 Km

Km 5.50 52.100 53.400 1.300 Reconstruction

Km 5.50 62.300 63.560 1.260 Reconstruction

Total Length : 2.560 Km

Clearing and Grubbing Road Land-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Motor Grader- In area of light jungle (P.No. 9, I.No. 2.5a , Vol-3)

yrs Deduct 40% voids 40.960

Total 61.440 per 100 sqm 393 0

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 2024-25

For CW 7. mtr From Km 33.750 to 34.250 1 0.48 0.48 per km

For CW 5.50. mtr From Km 52.10 to 53.40 & km 62.00 to 63.65 1 2.56 2.56 per km

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 2024-25

For CW 7. mtr From Km 33.750 to 34.250 1 0.48 0.48 per km

For CW 5.50. mtr From Km 52.10 to 53.40 & km 62.00 to 63.65 1 2.56 2.56 per km

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 2024-25

For CW 7. mtr From Km 33.750 to 34.250 1 0.48 0.48 per km

For CW 5.50. mtr From Km 52.10 to 53.40 & km 62.00 to 63.65 1 2.56 2.56 per km

Assistant Executive Engineer Executive Engineer,

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

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

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

HMP CD at km 119.250

1 Sand/ Murrum/ Granular Material Filling Head Wall ( RCC)

M 20 Concrete 1 in 20 Slope M 20 Concrete

Levelling Course (M10) 8.90

1000 dia HMP 1 PIPES 3.00

Assistant Executive Engineer

PWD Sub Division,Ramdurg

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

HMP CD at km 117.88

1 Sand/ Murrum/ Granular Material Filling Head Wall ( RCC)

M 20 Concrete 1 in 20 Slope M 20 Concrete

Levelling Course (M10) 8.90

1000 dia HMP 2 PIPES 4.00

Assistant Executive Engineer

PWD Sub Division,Ramdurg

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

HMP CD at km 118.326

1 Sand/ Murrum/ Granular Material Filling Head Wall ( RCC)

M 20 Concrete 1 in 20 Slope M 20 Concrete

Levelling Course (M10) 8.90

1000 dia HMP 3 PIPES 6.00

12.5mtr Assistant Executive Engineer

PWD Sub Division,Ramdurg

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 53.40 ಮತ್ತು ಕಿ.ಮೀ 62.00 ರಿಂದ 63.65 ( ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ) ಅಗಲೀಕರಣ ಹಾಗೂ ಸುಧಾರಣೆ.

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

Existing Road details

5.50m Appendex E 2025-26 appendex E 2024-25 Appendex E 2024-25 Appendex E 2025-26

3.75m 3.75 m width Good surface

FOR BOX CUTTING SG-250 FOR BOX CUTTING SG-250

FULL WIDTH SG-125, GSB-100+50,WMM-250,BM+SDBC-80 FULL WIDTH SG-125, GSB-100+50,WMM-250,BM+SDBC-80

Proposed Road details

Assistant Executive Engineer Executive Engineer Executive Engineer

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

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.

1.2m 0.10m RCC M20

Assistant Executive Engineer

Public Work Department , Sub-Division.Ramdurg

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 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

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

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

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

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

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

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

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

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

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

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

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

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

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

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

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

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

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

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Reinforced Cement Concrete Physical in cum :

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Brick Masonry Physical in Cum :

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Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

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Plain Cement Concrete Physical in Cum :

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Reinforced Cement Concrete Physical in cum :

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Brick Masonry Physical in Cum :

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Steel Physical is Qtl :

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Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

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Reinforced Cement Concrete Physical in cum :

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Brick Masonry Physical in Cum :

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Steel Physical is Qtl :

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Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

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Plain Cement Concrete Physical in Cum :

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Reinforced Cement Concrete Physical in cum :

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Brick Masonry Physical in Cum :

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Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2025

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

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

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

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

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

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

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

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

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

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

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

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

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

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

Attach letters of Acceptance received.

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

Information of the works for which Tenderer has submitted Tender.

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

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

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

Information on litigation in which the Tenderer is involved:

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