Renewal of Jalikatti Kitturu Kurugovinkoppa road(MDR) From Km 0.00 to 6.05 in Selected reaches in ramdurg taluka of Belagavi district.

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

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

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

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

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

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

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

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

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

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

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

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

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

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

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

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Progress * : 2020

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2021

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2022

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2023

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2024

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

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

Progress * : 2025

January February March

Earth work excavation Physical in cum :

Financial in lac :

Plain Cement Concrete Physical in Cum :

Financial in lac :

Reinforced Cement Concrete Physical in cum :

Financial in lac :

Brick Masonry Physical in Cum :

Financial in lac :

Steel Physical is Qtl :

Financial in lac :

Finishinh Items Physical in Sqm :

Financial in lac :

Financial in lac :

7 Stipulated Period of Completion (including monsoon)

8 Prescribed Date of completion

9 Actual Date of Completion/ Probable Date of Completion

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

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

12 Penalty if any imposed :

13 Any other information :

* Monthwise progress shall be furnished seperately.

Date: (Authorised Signatory)

Address for correspondence:

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

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

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

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

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

Earthworks in cum Physical

Plain Cement Concrete (in Cum) Physical

Reinforced Cement Concrete (in Cum) Physical

Stone Masonry (in Cum) Physical

Brick Masonry (in Cum) Physical

Steel (in Qtl) Physical

Finishinh Items (in Sqm) Physical

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

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

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

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

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

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

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

Attach letters of Acceptance received.

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

Information of the works for which Tenderer has submitted Tender.

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

List of Machineries Required

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

No. Capacity Number/Capacity Age/ Condition

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

BANKER’S CERTIFICATE

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

Name of the Bank, Senior Bank Manger

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

Information on litigation in which the Tenderer is involved:

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

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

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

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

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

4 CAzÁdÄ ªÉÆvÀÛ 490.00 Lakhs

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

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

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

8 ºÁ° gÀ¸ÉÛAiÀÄ ¹Üw BT Road

9 gÀ¸ÉÛAiÀÄ ªÀVÃPÀgÀt SH

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

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

12 r¸ÉÊ£ï C¼ÀªÀr¹zÀ «zsÀ

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

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

Flexible pavement

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

Base: Metal base 250

Binding coarse:- DBM 105

Wearing coarse:- BC 40

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

Sub-Base :- GSB G-V 100*

Wearing coat:-PQC M30

Wearing coat:-BM+SDBC 75

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

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

19 vÁ®ÆPÁ £ÀPÀë Enclosed

20 CAzÁf£À°è ¥ÀjUÀt¹zÀ CA±ÀUÀ¼ÀÄ:-

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

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

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

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

Assistant Executive Engineer Executive Engineer

PWD Sub-Division Ramdurg PWD Division Belgaum.

GOVERNMENT OF KARNATAKA

(PUBLIC WORKS DEPARTMENT)

GOVT OF KARNATAKA

CHIEF ENGINEER COMMUNICATION & BUILDINGS NORTH (ZONE) DHARWAD

EXECUTIVE ENGINEER

(PUBLIC WORKS DEPARTMENT)

BELAGAVI DIVISION, BELAGAVI

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

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

ESTIMATED COST RS :- 280.00 LAKHS

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

Division. PW Dept.Belgaum Division.Belgaum

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

Department Head.

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

Estimated Cost Rs :- 280.00 Lakhs

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

Techanically sanctioned under No. Date.

Estimate prepared by by Shri.Devaraddi Tolagatti JE

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

(Call of Authority)

General Description

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

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೊವಿನಕೋಪ್ಪ (ಜಿ.ಮು.ರ) ರ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ವರೆಗೆ ಒಟ್ಟು 6.05 ಕಿ.ಮೀ ಇರುತ್ತದೆ. ಇದರಲ್ಲಿ 0.00 ರಿಂದ 6.05 ವರೆಗೆ ಅಗಲೀಕರಣ (5.50) ಮೀ ಸುಧಾರಣೆ ಮಾಡಲಾಗಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯು ಸುಮಾರು 6-7 ವರ್ಷ ಕಳೆದಿರುವುದರಿಂದ ಮರು ಡಾಂಬರಿಕರಣ ತುಂಬಾ ಅವಶ್ಯಕತೆ ಇರುತ್ತದೆ. ಈ ಕಾರಣ 2025-26-ನೇ ಸಾಲಿನ ಮುಖ್ಯಮಂತ್ರಿಯವರ ಮೂಲಸೌಕರ್ಯ ಅಭಿವೃಧ್ಧಿ ಯೋಜನೆ ಅಡಿ ರಾಜ್ಯ ಹೆದ್ದಾರಿ ನವೀಕರಣ ಅಡಿಯಲ್ಲಿ ಅಂದಾಜು ಮೊತ್ತ ರೂ.250.00 ಲಕ್ಷಗಳ ಅನುದಾನ ಮಂಜೂರಾಗಿರುತ್ತದೆ. ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವೆರಗೆ ಇದರಲ್ಲಿ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಬಿ.ಎಮ್‌ ಹಾಗೂ ಪೂರ್ಣ ಉದ್ದಕ್ಕೆ ಎಸ್.ಡಿ.ಬಿ.ಸಿ ಅಳವಡಿಸಲಾಗಿರುತ್ತದೆ. ಹಾಗೂ ಕಿ.ಮೀ 1.20 ರಲ್ಲಿ ಹಾಳಾದ ಸಿ.ಡಿ ಯನ್ನು ತೆಗೆದು (1000 ವ್ಯಾಸದ) ಸಿ.ಡಿ 10 ಮೀಟರ್ ಅಗಲಕ್ಕೆ ಮರು ನಿರ್ಮಾಣ ಮಾಡುವುದು. ಹಾಗೂ ಕಿ.ಮೀ 5.51 ಹಾಗೂ 5.72 ರಲ್ಲಿ ಹಾಳಾದ ಸಿ.ಡಿ ಗಳನ್ನು ತೆಗೆದು (1000 ವ್ಯಾಸದ) ಸಿ.ಡಿ 10 ಮೀಟರ್ ಅಗಲಕ್ಕೆ ಮರು ನಿರ್ಮಾಣ ಮಾಡುವುದನ್ನು ಅಳವಡಿಸಿ ಅನುದಾನಕ್ಕೆ ಅನುಗುಣವಾಗಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಿ ಅಡಳಿತಾತ್ಮಕ ಹಾಗೂ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಿದೆ.

ಈ ಕೆಳಗಿನ ಐಟಂಗಳನ್ನು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ.

For Road For CD Work

1) Earth work excavation 9). Earth work

2)wmm 5) BM 10). PCC and RCC M20

3)Prime coat 6) SDBC 11) TMT steel fe 550

4) Tack Coat 7) Road Furnitures 12) 1000 dia NP3 pipe

ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಕರ್ನಾಟಕದ 2023-24 ನೇ ಸಾಲಿನ ರಾಜ್ಯವ್ಯಾಪ್ತಿ ಏಕರೂಪ, ಕಟ್ಟಡ, ರಸ್ತೆ & ಸೇತುವೆ ಅನುಸೂಚಿತ ದರಪಟ್ಟಿಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ನಿಗಧಿಪಡಿಸಿದ ಒಟ್ಟು ಮೊತ್ತ ರೂ.280.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಇಂಜಿನೀಯರ

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಉಪ ವಿಭಾಗ ರಾಮದುರ್ಗ

P.W.D.CODE PARA - 133

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

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

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

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

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

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

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

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

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

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

Road Traffic Census Data - Form IV Report

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

AVERAGE DAILY TRAFFIC SUMMARY, PCUs, VDF & TVUs

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

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

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

Road No. (in km) Post Post Vehicles Vehicle

ID No. Location (21 + 26) Unit

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

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

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

(in Nos.) Vehicles Vehicles

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

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

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

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

Rigid Rigid Axle

(6 Tyres) (10 Tyres) Rigid

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

4 . Ramdurg Taluk

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

4 . Ramdurg Taluk

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

Assistant Executive Engineer

PWD Sub Division, Ramdurg

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ

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 15 Years

r = Annual growth rate of Commercial vehicle 5 %

A = P( 1+ r )x 231 Nos

P = No. of Commercial Vehicle as per last count 220 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

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

RECAPTULATION SHEET

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

2 CONSTRUCTION OF CD 1,728,463.79 1728457.91

4 ESTIMATE - Road Maintanace for 3rd, 4th & 5th year 937,810.50 937810.5

7 Plantation Charge, QA Charges & Third Party Inspection Charges and Miss & Lumpsum Provision 132,844.12 132,788.51

above as per ce office instructions

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

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

Estimate (Abstract)

Sl. no Description of Item Qty Unit Rate Amount

1 Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and testing at site. The charges for transportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included. 4.30 Km 6300.00 27090.00

2 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)) 135.20 per 100 m2 393.00 53133.60

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) 3642.35 m2 6.00 21854.10

4 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref MORTH Specifica tion No.305 (Vol-3, P No:17 Item No:3.6) 907.50 m2 493.00 447397.50

5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MORTH Specification No.406. (A) Wet Mix Macadam (Plant mix method) 377.00 m3 2559.00 964743.00

6 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.MORTH Specifications No.502 (A) (i) Prime Coat over WMM/WBM 3685.00 m2 41.00 151085.00

7 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom 33385.00 m2 12.00 400620.00

8 Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant 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 to MoRT&H : IRC - 504 1086.25 m3 7661.00 8321761.25

9 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. 831.88 m3 10152.00 8445195.00 20795403.96

10 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 ofIRC:67:2012. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle 10.00 No 4671.00 46710.00

11 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 1210.00 m2 530.00 641300.00

12 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 theintegrated 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. 674.00 No 365.00 246010.00

13 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 35x 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. 4.50 m2 8995.00 40477.50

14 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, onM.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, andlabouretccomplete.Spec. No. As directed by Engineer in Charge & MoRTH specification 804 2.00 Nos 9000.00 18000.00

CD Works-HMP culverts-1000 dia

13 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 304.50 m3 102.00 31059.00

14 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 16.94 m3 5607.00 94982.58

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. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 121.08 m3 6221.00 753268.23

16 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 121.08 m3 497.68 60261.46

17 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. h)All other type of structures 1.44 Kg 69749.00 100412.52

18 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 80.00 Mt 7958.00 636640.00

19 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, concreteand masonary work in head wall and parapets 16.17 20.00 Mt 2592.00 51840.00

Sub Total: 1728463.79

Assistant Executive Engineer

PWD, Sub-Division.Ramdurg

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

Estimate (Measurement)

Sl. no Description of Item Nos Measurement Qty Unit

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

2 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% (-) 9680.00 "

Village Limit Deduction

Total: 135.200 m2

3 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

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)

Near junction (kitturu Cross) For extra Widening 2 10.00 5.50 110.00 m2

Selected reaches ( 2.25 to 2.80) 1 550.00 5.50 3025.00 m2

Selected reaches ( 5.70 to 5.78) 1 80.00 5.50 440.00

Bridge Approch 2 10.00 9.00 180.00

Deduct for Voids- 3% -112.65

Total: 3642.35 m2

4 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref MORTH Specifica tion No.305 (Vol-3, P No:17 Item No:3.6)

Total: 907.50 m2

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

Near junction (kitturu Cross) For extra Widening 2 10.00 2.50 0.250 12.50

Bridge Approch 2 10.00 9.00 0.100 18.00

Total: 377.00 m3

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

Near junction (kitturu Cross) For extra Widening 2 10.00 5.50 110.00

Selected reaches ( 2.25 to 2.80) 1 550.00 5.50 3025.00

Selected reaches ( 5.70 to 5.78) 1 80.00 5.50 440.00

Bridge Approch 2 10.00 5.50 110.00

7 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom

Near junction (kitturu Cross) For extra Widening 2 10.00 5.50 110.00

Total: 33385.00 m2

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

8 Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant 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 to MoRT&H : IRC - 504

Total: 1086.25 m3

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

Total: 831.88 m3

10 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 ofIRC:67:2012. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle

Signages 1 10.00 10.00

Total: 10.00 No

11 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 6050.00 0.100 1210.00

at bridges cution line 6 5.50 0.100 0.00

Total: 1210.00 m2

12 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 theintegrated 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.

at bridges cution line 0 5.00 0.00

Total: 674.00 No

13 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 35x 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.

Place Identification Board 5 0.90 1.00 4.50

CD Works-HMP culverts-1000 dia

HMP Culverts- 12.50 mtr wide at km 38.90, 39.50

HMP Culverts- for approach roads

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

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

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

HMP Culverts- 12.50 mtr wide

Pipe seating 2 1 9.00 1.20 0.10 2.16

HMP Culverts- for approach roads

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

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

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

HMP Culverts- 12.50 mtr wide

deduct for pipe 2 -2 0.785 1.00 0.73 -2.28

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

deduct for pipe 2 -2 0.785 0.56 0.60 -1.06

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

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

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

Qty as item NO 19 0.00

HMP Culverts- 12.50 mtr wide

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

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

farmers land approach

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

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

CC Drain works- Batakurki

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

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

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

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

CC Drain works-Godachi

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

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

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

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

CC Drain works-Sidnal

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

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

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

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

HMP Culverts- 12.50 mtr wide 2 1 12.50 25.00

HMP Culverts- for approach roads 2 1 7.50 0.00

Box Cell Bridge (2vent 3mx2m)

Box culvert at km 34.25

Retaining wall 4 1 5.00 3.00 2.10 126.00

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

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

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

Box culvert at km 34.25

Retaining wall 4 1 5.00 3.00 0.15 9.00

Box culvert at km 34.25

Retaing wall raft 4 1 5.00 2.65 0.400 21.20

Qty as item -25 0.00

Box culvert at km 34.25

Retaining wall 4 1 5.00 0.35 4.450 31.15

Box culvert at km 34.25

Qty as item -25 0.00

Box culvert at km 34.25

Qty as item -25 0.00

Qty as per statement 1 #REF!

approach slab 1 2 11.54 2.50 0.15 8.655

approach slab 1 2 11.54 2.50 0.30 17.310

aproach embankment pitching 1 4 5.00 3.00 0.30 18.000

Retaing wall 16 4 0.25 16.000

box culvert 1 2 17.00 34.000

aproach embankment pitching 1 4 5.00 3.00 0.30 18.000

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

Name Board 2 2.0

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 - 10.00 mtr wide At Km 1.80 (2 Vent)

Floor Apron D/S 1 3.00 1.00 0.30 0.90

Floor Apron U/S 1 3.00 1.00 0.30 0.90

HMP Culverts - 10.00 mtr wide At Km 5.51 & 5.72 (3 Vent)

Floor Apron D/S 1 7.00 1.00 0.45 3.15

Floor Apron U/S 1 7.00 1.00 0.45 3.15

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

HMP Culverts - 10.00 mtr wide At Km 1.80 (2 Vent)

Pipe seating 2 1 9.00 1.20 0.10 2.16

Floor Apron D/S 1 3.00 1.00 0.10 0.30

Floor Apron U/S 1 3.00 1.00 0.10 0.30

HMP Culverts - 10.00 mtr wide At Km 5.51 & 5.72 (3 Vent)

Pipe seating 2 3 9.00 1.20 0.10 6.48

Floor Apron D/S 1 7.00 1.00 0.10 0.70

Floor Apron U/S 1 7.00 1.00 0.10 0.70

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 - 10.00 mtr wide At Km 1.80 (2 Vent)

Deduction for Pipe 2 1 0.785 1.00 0.73 1.14

Floor Apron D/S 1 3.00 1.00 0.10 0.30

Floor Apron U/S 1 3.00 1.00 0.10 0.30

HMP Culverts - 10.00 mtr wide At Km 5.51 & 5.72 (3 Vent)

Deduction for Pipe 2 2 0.785 1.00 0.73 2.28

Floor Apron D/S 1 7.00 1.00 0.30 2.10

Floor Apron U/S 1 7.00 1.00 0.30 2.10

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 3 121.08 m3

5 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. h)All other type of structures

At Km 1.80 (2 Vent)

HMP Culverts - 10.00 mtr wide

10mm dia main bar @ 150c/c 2 1 27 6.0 0.62 198.4 Kg

8mm Distribution bar @ 200c/c 2 1 30 4.0 0.38 91.2 "

At Km 5.51 & 5.72 (3 Vent)

HMP Culverts - 10.00 mtr wide

8mm Distribution bar @ 200c/c 2 2 36 6.0 0.38 328.32

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

At Km 1.80 (2 Vent)HMP Culverts - 10.00 mt wide 2 1 40.00 80.00

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, concreteand masonary work in head wall and parapets 16.17

Burried pipe 2 1 10.00 20.00

Assistant Executive Engineer

PWD, Sub-Division.Ramdurg

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

S.No Material Rates Unit

SR Rate Issue Rate Diff

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

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

3 Bitumen Emulsion 0.00 0.00 0.00 /Tonne

4 Cement 0.00 0.00 0.00 /Bag

6 Steel 0.00 0.00 0.00 /Tonne

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

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

Design of overlay for existing B.T. surface with carrying out testing by Benkelman Beam method as per guide lines in IRC 81:1997 including design and testing at site. The charges for transportation of Benkelman Beam, loaded truck, labour fortesting and traffic control are not included. Km 179 17A 3 6300 0.00 0.00 0.00 6300 6300.00

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Ref. to MoRT&H Spec-201- (iii) By Mechanical Means using Motor Grader (a) In area light jungle (Vol-3, PNo-9, Item No: 2.5(a)) per 100 m2 9 2.5 ii (a) 3 393.00 0.00 0.00 0.00 393.00 393.00

2 Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 M 132 20.8.B 1 18.10 0.00 0.00 0.00 18.10 18.10

2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref MORTH Specification No. 305.4.3 (Vol-3, P No:17 Item No:3.5) m2 17 3.5 3 6.00 0.00 0.00 0.00 6.00 6.00

3 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per Clause 310 m2 18 3.11 3 4.00 0.00 0.00 0.00 4.00 4.00

4 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref MORTH Specifica tion No.305 (Vol-3, P No:17 Item No:3.6) Cum 17 3.6 3 493.00 0.00 0.00 0.00 493.00 493.00

4 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MORTH Specification No.406. (A) Wet Mix Macadam (Plant mix method) m3 26 4.17 3 2559.00 0.00 0.00 0.00 2559.00 2559.00

5 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.MORTH Specifications No.502 (A) (i) Prime Coat over WMM/WBM m2 31 5.1 A i 3 41.00 0.0009 0.00 0.00 41.00 41.00

6 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom m2 43 5.32 3 12.00 0.00020 0.00 0.00 12.00 12.00

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

7 Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant 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 to MoRT&H : IRC - 504 m3 32 5.6 (C) 3 7661.00 0.072 0.00 0.00 7661.00 7661.00

8 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. m3 43 5.31 3 10152.00 0.115 0.00 0.00 10152.00 10152.00

9 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 ofIRC:67:2012. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle No 63 8.5 (ii) 3 4671.00 0.000 0.00 0.00 4671.00 4671.00

10 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 m2 67 8.15 3 530.00 0.000 0.00 0.00 530.00 530.00

11 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 theintegrated 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 0.00 365.00 365.00

12 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 35x 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. m2 65 8.7 3 9010.00 0.000 0.00 0.00 9010.00 9010.00

13 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, onM.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, andlabouretccomplete.Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Nos 78 8.5 3 9000.00 0.000 0.00 0.00 9000.00 9000.00

CD Works-HMP culverts-1000 dia

13 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 m3 8 1.14.1 1 102.00 0.00 0.00 0.00 102.00 0.00 102.00

14 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 m3 15 2.1.2 1 5607.00 220.00 0.00 0.00 5607.00 0.00 5607.00

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. (The cost of steel reinforcement & formwork to be paid separately)- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 16 2.4.2 1 6221.00 320.00 0.00 0.00 6221.00 0.00 6221.00

16 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 m3 16 2.4.2 1 497.68 0.00 0.00 497.68 0.00 497.68

17 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. h)All other type of structures T 18 2.11 (h) 1 69749.00 1.050 0.00 0.00 69749.00 0.00 69749.00

18 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 Mtr 146 16.15© 3 7958.00 0.000 0.00 0.00 7958.00 0.00 7958.00

19 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, concreteand masonary work in head wall and parapets 16.17 Mtr 147 16.17 3 2592.00 0.000 0.00 0.00 2592.00 0.00 2592.00

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

EXISTING CROSS SECTION

Warnout BT Surface

PROPOSED CROSS SECTION

EXISTING CROSS SECTION

Warnout BT Surface

PROPOSED CROSS SECTION

Assistant Executive Engineer Executive Engineer,

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

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

EXISTING CROSS SECTION

Warnout BT Surface

PROPOSED CROSS SECTION

Assistant Executive Engineer Executive Engineer,

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

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

WORKING BAR CHART.

Name of Division : PW,P&IWTD,Belgaum-Div Belgaum

Existing Road details

5.50 SDBC BM+SDBC SDBC BM+SDBC BM+SDBC

Proposed Road details

Assistant Executive Engineer Executive Engineer

PWD, Sub-Div.Ramdurg PWD Belgavi Division Belgavi

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೊವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

HMP CD at Km 1.20

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

M 20 Concrete 1 in 20 Slope M 20 Concrete

Levelling Course (M10) 6.40

1000 dia HMP 3.00

Assistant Executive Engineer

PWD Sub Division,Ramdurg

Name of the Road :-JALIKATTI - KITTUR - KURVINKOPPA (MDR) (RIS ID-RMG216)

Road Category: MDR Sub Division : RAMDURG Division : BELGAVI Circle : DHARWAD

JALIKATTI CROSS kittur TALUKA BORDER

5.50 m Exist CW

Carriage Way Maintenance Length 2025-26

Maintenance Length 2025-26

Chainage L= 6.05

Structure Chainage

Legends Desciption Silent Features 3).Proposed works under Annual Works 2024-25 2).Maintenance for 2025-26 Village/City Limit

Completed Works & Under DLP Lane Width Details Total Length (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km) Name of Village/ City From To L (in Km)

Works Under Annual Plan 2025-26 Single Lane 0.00 Km 0.00 APPENDIX-E 0.00 0.00 RC 0.00 More than 5 years Maintenance Work 0.00 6.05 Maint 6.05 kittur 4.05 4.40 0.35

Last 5 Year development length Intermediate lane 0.00 to 6.05 6.05 0.00 0.00 RC 0.00 0.00 0.00 Maint 0.00 Name 2 0.000

Work Approved / progress 2025-26 Two lane 0 0.00 0.00 0.00 CC Road 0.00 0.00 0.00 Maint 0.00 Name 3 0.00

NFL Two lane + PS 0 0.00 Total Length (in Km) 0.00 Total Length (in Km) 6.05 Name 4 0.00

Major Bridges Four lane 0 0.00 4). On going works 1). Completed Works and under DLP Name 5 0.00

Minor Bridges Major Bridges 1 No (3.90) 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 6 0.00

CD Minor Bridges 0 SCP 0.00 0.00 Wd 0.00 0.00 0.00 RC 0.00 Total Length (in Km) 0.35

Village/ City Name Railway Crossing 0 0.00 0.00 RC 0.00 0.00 0.00 ST 0.00

Railway Crossing Overlap Length 0 0.00 0.00 0.00 CC Road 0.00 0.00 0.00 Ren 0.00

Total Length (in Km) 6.05 Total Length (in Km) 0.00 0.00 0.00 Wd 0.00

2025-26 Maintenance Abstract 5). Eligible for Renewal Total Length (in Km) 0.00

Description Length in KM HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Last 5 Year development length 0 APPENDIX-E Renewal 0.00 0.00 Ren 0.00 No. Details Length Other Department Works

1 1). Completed Works and under DLP 0.00 Under From To L (in Km)

More than 5 Year development length 6.05 2 2).Maintenance for 2025-26 6.05 KRDCL 0.00

3 3).Proposed works under Annual Works 2024-25 0.00 KSHIP 0.00

Total Maintenance Length 6.05 4 4). On going works 0.00 SHDP 0.00

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

Total length of the road 6.05 Total Length (in Km) 6.05

Width Curtain Wall

Approach Slab length #REF! 3.00 X 3.00 B D

Wing Wall CD Size 3 x 3 Vent M-10 0.9 0.15

Sides 4.0 Road Width 10 m M-20 0.6 0.3

Length 3.0 Width 3.00 m 2 M-20 0.3 0.6

Length 384 H 1 1.0 Height 3.00 m Sides 4

Protection Wall H2 3.47 PCC Thk & off 0.15 m Curtian Wall / App slab Length 3

5 Top Width Bottom Width Ht Width 1 Low End 0.5 Nos Bot 0.45 m App slab Thickness 0.3

6 Top Rectangal Portion 0.30 0.30 0.80 Width 2Low End 0.85 2 End Sides 0.42 m M-15 0.15

7 Triangle Portion 0.00 0.68 0.80 1 Middle Sides 0.35

Bottom Rectangal Portion 0.68 0.68 0.60 Width 1 High End 0.5 0.745 Slab 0.47 m

Bottom Triangle Portion 0.00 0.40 0.40 Width 2 High End 1.13 No 1

Extra Bottom width 0.3 m

M15 offset 0.10 m

Under Box Curtain Wall

Return Wall BOX CULVERT: 1 V, (2.5 m x 2.5 m) Approach Slab 3.00 Curtain Wall D/S

Length 3 Width Road Width 10.00 Thickness 0.30 Ht Width offset

M-15 0.15 Box Width 2.50 Vent 1 Levelling Course M-15 0.150 M-15 Thick 0.150 1.850 0.100

2.85 Up to GL 0.05 0.30 Box Ht 2.50 Footing 1st 0.550 1.650

Above GL 2.850 0.35 End Walls (F) 0.300 No Of Walls 2 Footing 2nd 0.750 0.750 0.450

Base Slab 0.35 2.30 Middle Walls (g) 0.300 0 Length D width Footing 3rd 0.750 0.450 0.150

Murrum 0.30 Top Slab (d) 0.350 Excavation Depth 1.10 Floor Apron D/S 1 0.45 4.00 Wall 0.450 0.200 0.125

2.90 Murrum Off 0.30 Bottom Slab, e 0.350 Floor Apron U/S 1 0.45 4.00 Curtain Wall U/S

2.55 Murrum Offset 0.300 Flexible Apron D/S 1 0.75 4.00 Ht Width offest

M-15 Offset 0.15 Flexible Apron U/S 0 0.75 4.00 M-15 Thick 0.150 1.500 0.100

Curtain Wall PCC Thick 0.15 Footing 1st 0.800 1.300

Width 0.25 Extra offset 0.30 Wall 0.450 0.200 0.125

M-15 0.15 Murrum 0.30

Depth of the Top Slab (d)

Renewal of Jalikatti-Kitturu-Kurugovinkoppa road (MDR) From Km 0.00 to 6.05 and Construction of Box Culvert at Chainage 5.51 & 5.72 in Ramdurg taluk of Belagavi district. Depth of the Bottom Slab (e)

Estimate of Box Culvert: 1 V, (2.5 m x 2.5 m) Depth of the Outer Vertical Slab (f)

ch.no.5.51 Depth of the Inner Vertical Slab (g)

SN Description of Work Unit Box No L B D Qty Rate Amount

1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead MORTH Specification 202.

(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20

2 Mechanical Means: -In all kinds of soils Depth upto 3m Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, 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

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:8, Item No:1.14.1

Retaining wall 4 3.00 2.60 0.85 26.52

cuttoff Wall 2 4.00 1.00 0.70 5.60

Floor Apron D/S 1 1.00 4.00 0.45 1.80

Floor Apron U/S 1 1.00 4.00 0.45 1.80

Flexible Apron D/S 1 1.00 4.00 0.75 3.00

Flexible Apron U/S 0 0.00 4.00 0.75 0.00 2.20

Curtain Wall Type-1 0 4.00 1.85 2.05 0.00

Curtain Wall Type-2 0 4.00 1.50 1.55 0.00

3 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. CHECK OR REMOVE

PWD Schedule of Rates 2023-2024 Vol No.4, Page No:64, Item No:A130A

Retaining wall 4 3.00 2.60 0.60 18.72

Curtain Wall Type-1 0 4.00 1.85 0.15 0.00

Curtain Wall Type-2 0 4.00 1.50 0.15 0.00

4 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 40 mm nominal size graded crushed coarse aggregates

PWD Common SR 2023-24 Vol-1 Pg.No.15 It.No.2.1.3

Retaining wall 4 3.00 2.60 0.15 4.68

cuttoff Wall 2 4.00 1.00 0.15 1.20

Curtain Wall Type-1 0 4.00 1.85 0.15 0.00

Curtain Wall Type-2 0 4.00 1.50 0.15 0.00

5 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 including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:17, Item No:2.4.3

BOX CULVERT: 1 V, (2.5 m x 2.5 m)

Key Slab( cutwall) 2 4.0 0.300 0.300 0.720

5a ADD FOR FORMWORK (BOX CULVER 5%)) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

6 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

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:16, Item No:2.3.2

Retaining wall Raft 4 3.00 2.30 0.350 9.66

Retaining wall -stem 4 3.00 0.325 2.900 11.310

6a ADD FOR FORMWORK (Retaining Wall-10%) Cum 20.97 637.10 13,359.99

7 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 including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:17, Item No: 2.4.3

BOX CULVERT: 1 V, (2.5 m x 2.5 m)

Haunch Portion (0.50x0.15x0.15) 4 10.0 0.045 1.800

7a ADD FOR FORMWORK (SLABS -20%) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

8 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 coarse aggregates.

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:17, Item No:2.5.2

BOX CULVERT: 1 V, (2.5 m x 2.5 m)

8a ADD FOR FORMWORK (SLABS -20%) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

9 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. MORTH Specification No. 1600 & 2200. AS PER DEISGN

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:99, Item No:13.1

AS PER CALCULATION SHEET 5.65 0.00

cuttoff Wall 1 1.20 0.01 0.01

Curtain wall 1 0.00 0.00 0.00

10 Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. AS PER DEISGN 6.73

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.1 5.66

AS PER CALCULATION SHEET 1.07 1.07

SLAB tonne 1 1.07 76329.00 81,601.17 AS PER DEISGN 6.73

11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.9 6.73

Below Approach Slab 2 3.00 10.00 0.150 9.00

12 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704.

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:104, Item No:14.1

For Approach slab 2 3.00 10.00 0.30 18.00

13 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.3

For Approach slab 0 3.00 10.00 0.075 0.00 CHECK

14 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:99, Item No:13.5

Retaining wall and abutmrnt back side 2 10.00 2.00 2.00 80.00

Curtain Wall Type-1 0 4.00 2.00 0.550 0.00

Curtain Wall Type-2 0 4.00 2.00 0.800 0.00

Deduct for Filter media 45.12

15 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. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:99, Item No:13.7

Behind walls 2 10.00 0.60 2.47 29.64

Behind Retaining wall 4 3.00 0.60 2.15 15.48

Behind Protection Wall 0 0.00 0.60 2.15 0.00

16 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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. MORTH Specification No.2703,1500,1600and 1700.

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.6

17 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:111, Item No:16.1

Flexible Apron D/S 1 1.00 4.00 0.75 3.00

Flexible Apron U/S 1 0.00 4.00 0.75 0.00

18 Providing and laying of apron with cement concrete blocks of size 0.3x0.3x0.3 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. MORTH Specification No.2503.

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:111, Item No:16.3

Floor Apron D/S 1 1.00 4.00 0.45 1.80

Floor Apron U/S 1 1.00 4.00 0.45 1.80

19 Filler Joint (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:105, Item No:14.16

20 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No. 2705

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.8

21 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications -2706 & 2200

Assistant Executive Engineer, PWD.Sub-Dn, Belagavi Executive Engineer, PWD, Dn Belagavi

Box.no/vent B D Nos. Thickness

1.00 2.50 2.50 Top 1.00 0.350 No of outer wall 2

Side wall 2.00 0.300 No of inner wall 0

Steel density 7850.00 Middle wall 0.00 0.300

Bottom 1.00 0.350

Road width 10.00

Haunch 0.045 Extra offset 0.30

STEEL QUANTITY Returns

MAIN DIST Total WT Top width 0.30

Sl.no Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT Bottom width 0.38

RETAINING WALL Belove GL wall 3 0.34 0.00

PROTECTION WALL

Estimated Qty Concrete 36.79 Steel 2940 Kg/cum

Diff qty -28.23 Diff qty -12464

In tonne -12 80.00

Width Curtain Wall

Approach Slab length #REF! 3.00 X 3.00 B D

Wing Wall CD Size 3 x 3 Vent M-10 0.9 0.15

Sides 4.0 Road Width 10 m M-20 0.6 0.3

Length 3.0 Width 3.00 m 2 M-20 0.3 0.6

Length 384 H 1 1.0 Height 3.00 m Sides 4

Protection Wall H2 3.47 PCC Thk & off 0.15 m Curtian Wall / App slab Length 3

5 Top Width Bottom Width Ht Width 1 Low End 0.5 Nos Bot 0.45 m App slab Thickness 0.3

6 Top Rectangal Portion 0.30 0.30 0.80 Width 2Low End 0.85 2 End Sides 0.42 m M-15 0.15

7 Triangle Portion 0.00 0.68 0.80 1 Middle Sides 0.35

Bottom Rectangal Portion 0.68 0.68 0.60 Width 1 High End 0.5 0.745 Slab 0.47 m

Bottom Triangle Portion 0.00 0.40 0.40 Width 2 High End 1.13 No 1

Extra Bottom width 0.3 m

M15 offset 0.10 m

Under Box Curtain Wall

Return Wall BOX CULVERT: 1 V, (2 m x 2.5 m) Approach Slab 3.00 Curtain Wall D/S

Length 3 Width Road Width 10.00 Thickness 0.30 Ht Width offset

M-15 0.15 Box Width 2.00 Vent 1 Levelling Course M-15 0.150 M-15 Thick 0.150 1.850 0.100

2.85 Up to GL 0.05 0.30 Box Ht 2.50 Footing 1st 0.550 1.650

Above GL 2.800 0.35 End Walls (F) 0.300 No Of Walls 2 Footing 2nd 0.750 0.750 0.450

Base Slab 0.35 2.30 Middle Walls (g) 0.300 0 Length D width Footing 3rd 0.750 0.450 0.150

Murrum 0.30 Top Slab (d) 0.300 Excavation Depth 1.10 Floor Apron D/S 1 0.45 3.50 Wall 0.450 0.200 0.125

2.85 Murrum Off 0.30 Bottom Slab, e 0.350 Floor Apron U/S 1 0.45 3.50 Curtain Wall U/S

2.50 Murrum Offset 0.300 Flexible Apron D/S 1 0.75 3.50 Ht Width offest

M-15 Offset 0.15 Flexible Apron U/S 0 0.75 3.50 M-15 Thick 0.150 1.500 0.100

Curtain Wall PCC Thick 0.15 Footing 1st 0.800 1.300

Width 0.25 Extra offset 0.30 Wall 0.450 0.200 0.125

M-15 0.15 Murrum 0.30

Depth of the Top Slab (d)

Renewal of Jalikatti-Kitturu-Kurugovinkoppa road (MDR) From Km 0.00 to 6.05 and Construction of Box Culvert at Chainage 5.51 & 5.72 in Ramdurg taluk of Belagavi district. Depth of the Bottom Slab (e)

Estimate of Box Culvert: 1 V, (2 m x 2.5 m) Depth of the Outer Vertical Slab (f)

ch.no. 5.72 nala Depth of the Inner Vertical Slab (g)

SN Description of Work Unit Box No L B D Qty Rate Amount

1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead MORTH Specification 202.

(I) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20

2 Mechanical Means: -In all kinds of soils Depth upto 3m Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, 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

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:8, Item No:1.14.1

Retaining wall 4 3.00 2.60 0.85 26.52

cuttoff Wall 2 3.50 1.00 0.70 4.90

Floor Apron D/S 1 1.00 3.50 0.45 1.58

Floor Apron U/S 1 1.00 3.50 0.45 1.58

Flexible Apron D/S 1 1.00 3.50 0.75 2.63

Flexible Apron U/S 0 0.00 3.50 0.75 0.00 2.20

Curtain Wall Type-1 0 3.50 1.85 2.05 0.00

Curtain Wall Type-2 0 3.50 1.50 1.55 0.00

3 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. CHECK OR REMOVE

PWD Schedule of Rates 2023-2024 Vol No.4, Page No:64, Item No:A130A

Retaining wall 4 3.00 2.60 0.60 18.72

Curtain Wall Type-1 0 3.50 1.85 0.15 0.00

Curtain Wall Type-2 0 3.50 1.50 0.15 0.00

4 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 40 mm nominal size graded crushed coarse aggregates

PWD Common SR 2023-24 Vol-1 Pg.No.15 It.No.2.1.3

Retaining wall 4 3.00 2.60 0.15 4.68

cuttoff Wall 2 3.50 1.00 0.15 1.05

Curtain Wall Type-1 0 3.50 1.85 0.15 0.00

Curtain Wall Type-2 0 3.50 1.50 0.15 0.00

5 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 including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:17, Item No:2.4.3

BOX CULVERT: 1 V, (2 m x 2.5 m)

Key Slab( cutwall) 2 3.5 0.250 0.250 0.440

5a ADD FOR FORMWORK (BOX CULVER 5%)) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

6 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

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:16, Item No:2.3.2

Retaining wall Raft 4 3.00 2.30 0.350 9.66

Retaining wall -stem 4 3.00 0.325 2.850 11.120

6a ADD FOR FORMWORK (Retaining Wall-10%) Cum 20.78 637.10 13,238.94

7 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 including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:17, Item No: 2.4.3

BOX CULVERT: 1 V, (2 m x 2.5 m)

Haunch Portion (0.50x0.15x0.15) 4 10.0 0.045 1.800

7a ADD FOR FORMWORK (SLABS -20%) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

8 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 coarse aggregates.

PWD Schedule of Rates 2023-2024 Vol No.1, Page No:17, Item No:2.5.2

BOX CULVERT: 1 V, (2 m x 2.5 m)

8a ADD FOR FORMWORK (SLABS -20%) including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.

9 Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. MORTH Specification No. 1600 & 2200. AS PER DEISGN

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:99, Item No:13.1

AS PER CALCULATION SHEET 5.08 0.00

cuttoff Wall 1 1.05 0.01 0.01

Curtain wall 1 0.00 0.00 0.00

10 Supplying fitting & placing TMT Fe550 bar reinforcement to super-structure complete as per Specifications MORTH Specification No. 1600. AS PER DEISGN 5.91

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.1 5.09

AS PER CALCULATION SHEET 0.82 0.82

SLAB tonne 1 0.82 76329.00 62,715.60 AS PER DEISGN 5.91

11 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.9 5.91

Below Approach Slab 2 3.00 10.00 0.150 9.00

12 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704.

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:104, Item No:14.1

For Approach slab 2 3.00 10.00 0.30 18.00

13 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.3

For Approach slab 0 3.00 10.00 0.075 0.00 CHECK

14 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:99, Item No:13.5

Retaining wall and abutmrnt back side 2 10.00 2.00 1.95 78.00

Curtain Wall Type-1 0 3.50 2.00 0.550 0.00

Curtain Wall Type-2 0 3.50 2.00 0.800 0.00

Deduct for Filter media 44.16

15 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. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:99, Item No:13.7

Behind walls 2 10.00 0.60 2.42 29.04

Behind Retaining wall 4 3.00 0.60 2.10 15.12

16 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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. MORTH Specification No.2703,1500,1600and 1700.

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.6

17 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:111, Item No:16.1

Flexible Apron D/S 1 1.00 3.50 0.75 2.63

Flexible Apron U/S 1 0.00 3.50 0.75 0.00

18 Providing and laying of apron with cement concrete blocks of size 0.3x0.3x0.3 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. MORTH Specification No.2503.

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:111, Item No:16.3

Floor Apron D/S 1 1.00 3.50 0.45 1.58

Floor Apron U/S 1 1.00 3.50 0.45 1.58

19 Filler Joint (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:105, Item No:14.16

20 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No. 2705

PWD Schedule of Rates 2023-2024 Vol No.3, Page No:103, Item No:14.8

21 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications -2706 & 2200

Assistant Executive Engineer, PWD.Sub-Dn, Belagavi Executive Engineer, PWD, Dn Belagavi

Box.no/vent B D Nos. Thickness

1.00 2.00 2.50 Top 1.00 0.300 No of outer wall 2

Side wall 2.00 0.300 No of inner wall 0

Steel density 7850.00 Middle wall 0.00 0.300

Bottom 1.00 0.350

Road width 10.00

Haunch 0.045 Extra offset 0.30

STEEL QUANTITY Returns

MAIN DIST Total WT Top width 0.30

Sl.no Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT Bottom width 0.38

RETAINING WALL Belove GL wall 3 0.34 0.00

PROTECTION WALL

Estimated Qty Concrete 36.79 Steel 2940 Kg/cum

Diff qty -22.93 Diff qty -10975

In tonne -11 80.00

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ರಾಮದುರ್ಗ ತಾಲೂಕಿನ ಜಾಲಿಕಟ್ಟಿ-ಕಿತ್ತೂರು-ಕುರುಗೋವಿನಕೊಪ್ಪ (ಜಿ.ಮು.ರ) ರಸ್ತೆ ಕಿ.ಮೀ 0.00 ರಿಂದ 6.05 ರವರೆಗೆ ಮರು ಡಾಂಬರೀಕರಣ.

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

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

Chainage Width (m) From To Total

Total Length : 6.050 Km

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

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

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

Assistant Executive Engineer Executive Engineer,

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