Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District under HOA 5054 SH Improvements

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 * : 2019

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 * : 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

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 2019 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

GOVERNMENT OF KARNATAKA

PUBLIC WORKS DEPARTMENT

EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT DIVISION, BELGAUM

OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT SUB-DIVISION, KITTUR

: Head of Account : ¥ÁåPÉÃeï-2

5054-03-337-0-17-154 State Highway Improvements for the year 2025-26

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

PWD/2026-27/RD/WORK_INDENT37078

ESTIMATED COST : Rs. 140.00 Lakhs.

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

Name of Division Public Works Dept. Belagavi Division Belagavi

Name of Sub-Division Public Works Dept. Sub-Division Kittur

Ref.No.& Date Government Order No. PWD/ 170/IFA/2026 Dated- 27-03-2026

Fund Head 5054-03-337-0-17-154 State Highway Improvements for the year 2025-26

Departement Head

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

This Estimate is framed in the Office of the Assistant Executive Engineer Public Works Department, Sub-Division, Channammana Kittur for the probable expense that will be incurred in for the above work.

Estimated Cost Rs. 140.00 Lakhs

Administratively approved Vide:

Technically Sanctioned under

Estimate prepared by Shri. S M Melavanki, AE

Estimate Checked by Shri J. I. Gunjatkarpatil, AEE

------- Separate Sheet Enclosed-------

Assistant Executive Engineer,

P.W.D Sub-Division, Kittur

Dressing Room Skirting

On Stage (Wooden mat Finish) 1 10 3

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6 cum (P-13 I-4.13 of Belgaum Circle SR of 2014-15)

Columns above plinth upto Gr. Floor slab

RCC LINTEL Band

Vertical. Side LINTEL Band 0.15

Horizontal Side LINTEL Band 0.15

Rear Side LINTEL Band 0.15

Front LINTEL Band 0.15

Slab Beams ( GR Floor)

Vertical. Side Slab Beams 0.65

Horizontal Side Slab Beams 2 0.65

Rear Side Slab Beams 0.65

Front Slab Beams 0.65

Columns above plinth upto Gr. Floor slab

Vertical. Side LINTEL Band (0.23+2*0.15) 0 0.15

Horizontal Side LINTEL Band (0.23+2*0.15) 0 0.15

Rear Side LINTEL Band 1 (0.23+2*0.15) 0 0.15

Front LINTEL Band 1 (0.23+2*0.15) 0 0.15

Vertical. Side Slab Beams (0.23+2*0.65) 0 0.65

Horizontal Side Slab Beams 2 (0.23+2*0.65) 0 0.65

Rear Side Slab Beams 1 (0.23+2*0.65) 0 0.65

Front Slab Beams 1 (0.23+2*0.65) 0 0.65

Dressing Room 2 3.6 3.1

Vertical. Side Walls 3.4

Horizontal Side Walls 3.4

Rear Side Walls 3.4

Front Walls 3.4

Toilet walls 2 6.85 0.115 3.4 5.3567

KSRB15-3.8 : Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-111, I-15.16 of Belgaum SR of 2014-15)

KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-110, I-15.10 of Belgaum SR of 2014-15)

Hall and stage area 1 45.2 3.4

Dressing Room 13.4 3.4

Toilet Walls 2 6.6 3.4

Door fixtures for Handles power coated 150mm (P.No. XIV Sl.No. 393 code 0178 )

Door fixtures for Tower Bolt 300mm long (P.No XIV Sl.No. 412 code 0427

KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 (P-33 I-7.9 of Belgaum Circle SR of 2014-15)

KSRB 15-17.1 : Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. ( I.No. 15.55, P. No.115 )

KSRB 15-17.6 : Providing and applying painting two coats (excluding priming coat) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and other foreign matter, sand papering including cost of materials, labour, complete as per specifications. (I.No.15.60.1,P.No.116)

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

P.W.D.CODE PARA - 133

This is to certify that Shri J. I. Gunjatkarpatil , 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, P.W.D Sub-Division,Kittur

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, P.W.D Sub-Division,Kittur Executive Engineer, P.W.D Division, Belagavi

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 not been included / proposed / over lapped in any other proposed or approved programme.

Assistant Executive Engineer, P.W.D Sub-Division,Kittur Executive Engineer, P.W.D Division,Belagavi

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಎನ್.ಎಚ್-4ಎ (ಕಮತಗಾ) ರಿಂದ ರಾಹೆ-56 (ಅಳಗವಾಡಿ) ಕೂಡುವ ರಸ್ತೆ (ರಾಹೆ-ಎನ್21) ಕಿ.ಮೀ. 53.39 ರಿಂದ 54.19 ರವರೆಗಿನ ರಸ್ತೆಯು ಪ್ರಸಕ್ತ ಸಾಲಿನಲ್ಲಿ ಸುರಿದ ಭಾರಿ ಮಳೆಯಿಂದ ಹಾಳಾಗಿದ್ದು ವಾಹನ ಸಂಚಾರಕ್ಕೆ ತುಂಬಾ ತೊಂದರೆಯಾಗುತ್ತಿದೆ. ಆದ್ದರಿಂದ ಸದರಿ ರಸ್ತೆಯನ್ನು ಅಭಿವೃದ್ದಿಪಡಿಸುವುದು ಅವಶ್ಯಕವಾಗಿರುತ್ತದೆ. ಸದರಿ ಕಾಮಗಾರಿಗೆ 2025-26ನೇ ಸಾಲಿನಲ್ಲಿ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 5054 ರಾಜ್ಯ ಹೆದ್ದಾರಿಗಳ ಸುಧಾರಣೆ ಅಡಿಯಲ್ಲಿ ರೂ. 140.00 ಲಕ್ಷಗಳಿಗೆ ಸರ್ಕಾರದ ಪತ್ರ ಸಂಖ್ಯೆಃ ಲೋಇ/170/ಐ.ಎಫ್‌.ಎ/2026 (ಇ-ಕಚೇರಿ) ಬೆಂಗಳೂರು, ದಿನಾಂಕಃ 27-03-2026 ರನ್ವಯ ಅನುದಾನ ಮಂಜೂರಾಗಿರುತ್ತದೆ.

ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಸದರಿ ರಸ್ತೆಯ ಕಿ.ಮೀ. 53.39 ರಿಂದ 54.19 ರವರೆಗೆ (800 ಮೀ. ಉದ್ದ ) ರಸ್ತೆಯು 3.75 ಮೀ. ಅಗಲಕ್ಕೆ ಮೆಟ್ಲಿಂಗ್‌ ಹೊಂದಿದ್ದು, ರಸ್ತೆಯನ್ನು 5.50ಮೀ. ಅಗಲಕ್ಕೆ ಅಗಲೀಕರಣ ಮಾಡಲಾಗುತ್ತಿದೆ. 3.75 ಮೀ. ಅಗಲಕ್ಕೆ ಈಗಾಗಲೇ 100ಮಿ.ಮೀ. ದಪ್ಪದ ಮೆಟ್ಲಿಂಗ್‌ ಇದ್ದು, ಅದನ್ನು ಜಿ.ಎಸ್.ಬಿ. ಎಂದು ಪರಿಗಣಿಸಿ, ಅಗಲೀಕರಣ ಭಾಗಕ್ಕೆ ಬಾಕ್ಸ ಕಟ್ಟಿಂಗ್‌ ಮಾಡಿ 100 ಮಿ.ಮೀ. ದಪ್ಪದ ಜಿ.ಎಸ್.ಬಿ ಅಳವಡಿಸಲಾಗುತ್ತಿದೆ ಹಾಗೂ ರಸ್ತೆಯ 5.50ಮಿ.ಮೀ. ಅಗಲಕ್ಕೆ 100 ಮಿ.ಮೀ. ದಪ್ಪದ ಜಿ.ಎಸ್.ಬಿ, 250 ಮಿ.ಮೀ. ಡಬ್ಲ್ಯೂ.ಎಮ್.ಎಮ್., 50 ಮಿ.ಮೀ. ಡಿ.ಬಿ.ಎಮ್. ಹಾಗೂ 30 ಮಿ.ಮೀ. ಬಿ.ಸಿ. 1.00 ಮೀ. ಅಗಲಕ್ಕೆ 430 ಮಿ.ಮೀ. ದಪ್ಪದ ಶೋಲ್ಡರ್‌ ಪ್ರಾವಧಾನಗಳನ್ನು ಕಲ್ಪಿಸಲಾಗಿದೆ. ಈಗಾಗಲೇ ರಸ್ತೆಯ ಮಟ್ಟದಲ್ಲಿರುವ ಸಿ.ಡಿ. ಹೆಡ್‌ವಾಲ್‌ಗಳ ಎತ್ತರವನ್ನು ಹೆಚ್ಚಿಸುವುದು ಮತ್ತು ರಸ್ತೆಗೆ ಪೀಠೋಪಕರಣಗಳು ಅಳವಡಿಸಿಕೊಂಡು ರೂ. 140.00 ಲಕ್ಷಗಳಿಗೆ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ.

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾದ ಅಂಶಗಳು

Road Improvement Work

1 Clearing and Grubbing road land

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m

3 Scarifying the existing bituminous road surface

4 Loosening, leveling and CompactingCompacting original ground supporting embankment

5 Construction of sub-grade and earthen shoulders

6 Construction of Granular Sub-Base (By Mix in Place Method) Grading -V Material

7 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam

8 Prime Coat over WMM/WBM

9 Tack coat on Granular Surface

10 Providing and laying Dense Graded Bituminous Macadam Gr-II

11 Providing and laying Bituminous Concrete Gr-II

12 Construction of unlined surface drains

13 Providing and laying of hot applied thermoplastic compound

14 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye

15 Retro-Reflectorised Traffic Signs- 60 cm equilateral triangle

16 Direction and Place Identification Signs with size more than 0.9 m2 size Board

17 Kilometre Stone Ordinary kilometer stone (precast)

18 Kilometre Stone Reinforced 200 m stone (precast)

19 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: 750 mm dia

20 Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

21 Formwork for CD Headwall

22 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement

23 Providing and applying 2 coats of water based cement paint to unplastered concrete surface

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಮೇಲ್ಕಾಣಿಸಿದ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ 2023-24ನೇ ಸಾಲಿನ (2025-26ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಬೆಂಗಳೂರು ವೃತ್ತದ ಏಕರೂಪ ದರಪಟ್ಟಿಯನ್ವಯ, 18% ಜಿ.ಎಸ್.ಟಿ. ಯನ್ನು ಸೇರಿಸಿಕೊಂಡು ಒಟ್ಟು ರೂ. 140.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ. ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಗೆ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿ ನೀಡಲು ಗೌರವಪೂರ್ವಕವಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು, ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು,

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Dressing Room Skirting

On Stage (Wooden mat Finish) 1 10 3

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6 cum (P-13 I-4.13 of Belgaum Circle SR of 2014-15)

Columns above plinth upto Gr. Floor slab

RCC LINTEL Band

Vertical. Side LINTEL Band 0.15

Horizontal Side LINTEL Band 0.15

Rear Side LINTEL Band 0.15

Front LINTEL Band 0.15

Slab Beams ( GR Floor)

Vertical. Side Slab Beams 0.65

Horizontal Side Slab Beams 2 0.65

Rear Side Slab Beams 0.65

Front Slab Beams 0.65

Columns above plinth upto Gr. Floor slab

Vertical. Side LINTEL Band (0.23+2*0.15) #REF!

Horizontal Side LINTEL Band (0.23+2*0.15) #REF!

Rear Side LINTEL Band 1 (0.23+2*0.15) #REF!

Front LINTEL Band 1 (0.23+2*0.15) #REF!

Vertical. Side Slab Beams (0.23+2*0.65) #REF!

Horizontal Side Slab Beams 2 (0.23+2*0.65) #REF!

Rear Side Slab Beams 1 (0.23+2*0.65) #REF!

Front Slab Beams 1 (0.23+2*0.65) #REF!

Dressing Room 2 3.6 3.1

Vertical. Side Walls 3.4

Horizontal Side Walls 3.4

Rear Side Walls 3.4

Front Walls 3.4

Toilet walls 2 6.85 0.115 3.4 5.3567

KSRB15-3.8 : Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-111, I-15.16 of Belgaum SR of 2014-15)

KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-110, I-15.10 of Belgaum SR of 2014-15)

Hall and stage area 1 45.2 3.4

Dressing Room 13.4 3.4

Toilet Walls 2 6.6 3.4

Door fixtures for Handles power coated 150mm (P.No. XIV Sl.No. 393 code 0178 )

Door fixtures for Tower Bolt 300mm long (P.No XIV Sl.No. 412 code 0427

KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 (P-33 I-7.9 of Belgaum Circle SR of 2014-15)

KSRB 15-17.1 : Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. ( I.No. 15.55, P. No.115 )

KSRB 15-17.6 : Providing and applying painting two coats (excluding priming coat) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and other foreign matter, sand papering including cost of materials, labour, complete as per specifications. (I.No.15.60.1,P.No.116)

RECAPTULATION SHEET

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

Sl. No. Description Amount

1 Road Improvement Work 11,292,682.07 11292654.41 -27.66

3 Tender Premium : 5% 666,268.24 666,266.61

4 QA Charges, Miscelleanous and Rounding off 8,366.92 8,401.19

Rs. 140.00 Lakhs

Bottom Width Existing Carriage Way Proposed Carriage Way Jungle Clearing Subgrade GSB 1 GSB 2 WMM Shoulder Top Width Shoulder Avg Width

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

Measurement Sheet for Road Improvement

Ch.53.39 to 53.41 Km (Bell mouth) 20.00 Scarifying the existing 3.75m CW, Compaction, GSB-100mm for Widening Portion, GSB-100mm for Carriage Way, WMM-250mm, DBM-50mm & BC-30mm #VALUE! 1.913 0.85

Ch. 53.41 to 54.19 Km 780.00 Scarifying the existing 3.75m CW, Compaction, GSB-100mm for Widening Portion, GSB-100mm for Carriage Way, WMM-250mm, DBM-50mm & BC-30mm 1.563

Approach Road 20.00 Compaction, GSB-100, WMM-250mm, DBM-50mm & BC-30mm 0.78 1.563

Sl. No Description of Item Nos/Sides Measurement Qty Unit Rate Amount

1 Clearing and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and tree grith up to 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials ans stacking of seviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness.(ii) by meachanical means using dozer (a) In area of light jungle (SR 2023-24, Page No-9, Item No- 2.5 (ii) (a) )

Approach Road 2 20.00 2.31 92.40 295

Deduct 40% voids 40% 1520.80

2 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. In all kinds of soils Depth upto 3 m

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

Considering 50% Area 50% 1556.30

4 Compacting original ground supporting embankment.Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

Approach Road 1 20.00 3.75 0.10 7.50

5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (CSR 2023-24, Vol-3, P.No-17, I.No-3.6)

Approach Road 2 20.00 1.20 0.43 20.64

6 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (CSR 2023-24, Vol-3, P.No-23, I.No-4.3v)

For Widening Portion

Approach Road 2 20.00 2.36 0.10 9.44

For Carriageway

Approach Road 1 20.00 5.50 0.10 11.00

Curve Widening at Ch. 48.22 to 48.43 2 2 40.00 0.45 0.10 7.20

7 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.(SR 2023-24,Vol-3,Page No-26,Item-4.17)

Approach Road 1 20.00 5.50 0.25 27.50

Curve Widening at Ch. 48.22 to 48.43 2 2 40.00 0.45 0.25 18.00

8 Prime Coat over WMM/WBM (i) 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/m2 using mechanical means. (CSR 2023-24, Vol-3, P.No-149, I.No-16.28)

Curve Widening at Ch. 48.22 to 48.43 2 2 40.00 0.45 72.00

9 Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.25 kg/m2 onGranular Surface.(SR 2023-24,Vol-3,Page-31, Item No-5.4)

Curve Widening at Ch. 48.22 to 48.43 2 2 40.00 0.45 72.00

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

Curve Widening at Ch. 48.22 to 48.43 2 2 40.00 0.45 0.05 3.60

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

Curve Widening at Ch. 48.22 to 48.43 2 2 40.00 0.45 0.03 2.16

12 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A)

Ch.53.39 to 53.41 Km (Bell mouth) 2 20.00 40.00

Considering 50% Length 50% 820.00

13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.

At Crossing 1 2 18.00 0.10 3.60

14 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

At Crossings/ Curves 1 5 5

Total Qty 99 Each 365.00 36,135.00

15 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24]

Total Qty 5 Each 3591.00 17,955.00

16 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.[I.No.-8.8 / Page-65 of PWD SR (Vol. 3) 2023-24]

Total Qty 1.08 Sqm 9684.00 10,458.72

17 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24]

Total Qty 1 Each 2889.00 2,889.00

18 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24]

Total Qty 3 Each 820.00 2,460.00

19 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: 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 1101.6 750 mm dia. [I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24]

For Field Approach Roads 4 5.00 20.0

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

Rising CD Headwalls

21 Formwork for CD Headwall

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

Dia Nos. Length(m) Total Unit wt. Qty.

Rising CD-1 Headwall

Rising CD-2 Headwall

Total Qty 0.23 Tonne 80019.00 18,436.38

23 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.

Painting for CD Headwall

Measurement Sheet for RCC Drain

Sl. No Description of Item Nos/Sides Measurement Qty Unit Rate Amount

1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24]

Drain at city limits-RHS

Drain at approach roads 1 10.00 1.300 1.050 13.65

Drain at city limits-LHS

Drain 1 54.00 1.100 0.950 56.43 Drain at approach roads-RHS

Drain at approach roads 1 6.00 1.300 1.050 8.19 Drain at approach roads-LHS

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24]

Drain at city limits-RHS

Drain at approach roads 1 10.00 1.30 0.10 1.30

Drain at city limits-LHS

Drain at approach roads 1 6.00 1.30 0.10 0.78

Total Qty 28.92 Cum 6.00 173.52

3 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24].

Nos No. of Bars Length(m) Kg/m Qty.

Drain at city limits-RHS

Distribution bars (8mm dia @ 150mm C/C) 1 14 190.00 0.395 1050.70

Drain at approach roads

Distribution bars (8mm dia @ 150mm C/C) 2 14 10.00 0.395 110.60

Main bars (16mm dia @ 125mm C/C) 1 67 0.90 1.580 95.27

Distribution bars (12mm dia @ 125mm C/C) 1 6 10.00 0.89 53.40

Drain at city limits-LHS

Walls & Raft - LHS

Distribution bars (8mm dia @ 150mm C/C) 1 14 54.00 0.395 298.62

Drain at approach roads

Distribution bars (8mm dia @ 150mm C/C) 2 14 6.00 0.395 66.36

Main bars (16mm dia @ 125mm C/C) 1 40 0.90 1.580 56.88

Distribution bars (12mm dia @ 125mm C/C) 1 6 6.00 0.89 32.04

Total Qty 4.1493 Tonne 105.00 435.67

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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]

Drain at city limits-RHS

Drain at approach roads 1 10.00 1.00 0.20 2.00

Drain at city limits-LHS

Drain at approach roads 1 6.00 1.00 0.20 1.20

Total Qty 22.72 m3 #REF! #REF!

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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-Addendum I, Sl.No. 6 / Pg-112 of PWD SR (Vol. 1) 2023-24]

For Walls-RCC & Formawork

Drain at city limits-RHS

Drain at approach roads 2 10.00 0.75 0.20 3.00

Drain at city limits-LHS

Drain at approach roads 2 6.00 0.75 0.20 1.80

Total Qty 41.40 m3 #REF!

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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-Addendum I, Sl.No. 6 / Pg-112 of PWD SR (Vol. 1) 2023-24]

For Slab-RCC & Formawork

Drain at approach roads-RHS 1 10.00 1.00 0.20 2.00

Drain at approach roads-LHS 1 6.00 1.00 0.20 1.20

Total Qty 3.20 m3 #REF!

7 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. [I.No.- 17.12/ Page- 176 of PWD SR (Vol. 2) 2023-24]

Drain Covers 1 25.00 0.80 20.00

Total Qty 20.00 m2

8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications [I.No.- 12.2/ Page- 117 of PWD SR (Vol. 3) 2023-24]

Weep Holes @ 1.00m C/C for Drain 2 260 0.100 52.00 520.00

Total Qty 52.00 m

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

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 : 1.600 Km

1 Road Maintenance for 3rd year for road with DBM+BC as wearing coat : Maintenance of Road for 3rd year by learing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning eshaping, 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 9.04 6.15

Ch.53.39 to 53.41 Km (Bell mouth) 1 1.60 1.60 per km 0.75 0.3

Total 1.60 per km 36230.00 57968.00 #REF!

2 Road Maintenance for 4th year for road with DBM+BC 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 9.04 6.15

Ch.53.39 to 53.41 Km (Bell mouth) 1 1.600 1.60 per km 0.75 0.3

Total 1.60 per km 64240.00 102784.00 #REF!

3 Road Maintenance for 5th year with DBM+BC 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 9.04 6.15

Ch.53.39 to 53.41 Km (Bell mouth) 1 1.600 1.60 per km 0.75 0.3

Total 1.60 per km 87690.00 140304.00 #REF!

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

Sl. no Description of Item Unit S.R 2023-24 Basic rate Formwork Final rate (Rs. )

1 Clearing and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and tree grith up to 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials ans stacking of seviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness.(ii) by meachanical means using dozer (a) In area of light jungle (SR 2023-24, Page No-9, Item No- 2.5 (ii) (a) ) 100m2 (Vol-3, P.No-9, I.No-2.5(ii)a 393.00 0.00 393.00

2 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. In all kinds of soils Depth upto 3 m m3 (Vol-1, P.No-8, I.No-1.14.1) 102.00 0.00 102.00

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

4 Compacting original ground supporting embankment.Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. m3 (Vol-3, P.No-17, I.No-3.7) 105.00 0.00 105.00

5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (CSR 2023-24, Vol-3, P.No-17, I.No-3.6) m3 (Vol-3, P.No-17, I.No-3.6) 493.00 0.00 493.00

6 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (CSR 2023-24, Vol-3, P.No-23, I.No-4.3v) m3 ( Vol-3, P.No-23, I.No-4.2 v) 2359.00 0.00 2359.00

7 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.(SR 2023-24,Vol-3,Page No-26,Item-4.17) m3 (Vol-3, P.No-26, I.No-4.17) 2559.00 0.00 2559.00

8 Prime Coat over WMM/WBM (i) 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/m2 using mechanical means. (CSR 2023-24, Vol-3, P.No-149, I.No-16.28) m2 (Vol-3, P.No-31, I.No-5.1A) 63.00 0.00 63.00

9 Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.25 kg/m2 onGranular Surface.(SR 2023-24,Vol-3,Page-31, Item No-5.4) m2 (Vol-3, P.No-31, I.No-5.4) 22.00 0.00 22.00

10 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. m3 (Vol-3, P.No-35, I.No-5.12C) 12556.00 0.00 12556.00

11 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m3 (Vol-3, P.No-38, I.No-5.16C) 14764.00 0.00 14764.00

12 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A) m (Vol-3, P.No-144, I.No-16.8b) 25.00 0.00 25.00

13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. m2 (Vol-3, P.No-67, I.No-8.15 ) 530.00 0.00 530.00

14 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. each (Vol-3, P.No-74, I.No8.43) 365.00 0.00 365.00

15 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24] No (Vol-3, P.No-64, I.No-8.6 (iv)) 3591.00 0.00 3591.00

16 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.[I.No.-8.8 / Page-65 of PWD SR (Vol. 3) 2023-24] Sqm (Vol-3, P.No-65, I.No-8.8) 9684 0.00 9684.00

17 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24] Each (Vol-3, P.No-67, I.No-8.16(ii)) 2889.00 0.00 2889.00

18 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24] Each (Vol-3, P.No-67, I.No-8.16(iii)) 820.00 0.00 820.00

19 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: 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 1101.6 750 mm dia. [I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24] m (Vol-3, P.No-146, I.No 16.15(c)) 3335.00 0.00 3335.00

20 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 (Vol-, P.No-16, I.No 2.4.2) 6221.00 0.00 6221.00

21 Formwork for CD Headwall m3 (Vol-1, P.No-111, Addendum-I Sl.No.8) 6221.00 8% 497.68

22 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,machinery,labour,cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (All other type of structures) Ton 2.11 h (Vol 1) 80019.00 0.00 80019.00

23 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Sqm (Vol-3, P.No-123, I.No 13.14) 84.00 0.00 84.00

1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] m3 I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 102.00 0.00 102.00

2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24] m3 I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 5918.00 0.00 5918.00

3 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24]. Tonne I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 69749.00 0.00 69749.00

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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] m3 I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 6221.00 0% #REF!

RCC & Formwork for Raft-Drain & CD

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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-Addendum I, Sl.No. 6 / Pg-112 of PWD SR (Vol. 1) 2023-24] m3 Addendum I (4) Sl.No. 6/Pg-112 6221.00 35% #REF! 6221.00 0 6221.00 2177.35 8398.35

RCC & Formwork for Walls-Drain & CD

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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-Addendum I, Sl.No. 6 / Pg-112 of PWD SR (Vol. 1) 2023-24] m3 Addendum I (6) Sl.No. 6/Pg-112 6221.00 20% #REF! #REF!

RCC & Formwork for Slab-CD

7 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. [I.No.- 17.12/ Page- 176 of PWD SR (Vol. 2) 2023-24] m2 I.No.- 17.12/ Page- 176 of PWD SR (Vol. 2) 928.00 0.00 928.00

8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications [I.No.- 12.2/ Page- 117 of PWD SR (Vol. 3) 2023-24] m I.No.- 12.2/ Page- 117 (Vol. 3) 239.00 0.00 239.00

3rd Year, 4th Year & 5th Year Maintenance

1 Road Maintenance for 3rd year for road with DBM+BC as wearing coat : Maintenance of Road for 3rd year by learing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning eshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 Per Km As per SE BGM approved rate for 2024-25 36230.00 0.00 36230.00

2 Road Maintenance for 4th year for road with DBM+BC as wearing coat : Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance. As per SE BGM approved rate for 2023-24 Per Km As per SE BGM approved rate for 2024-25 64240.00 0.00 64240.00

3 Road Maintenance for 5th year with DBM+BC coat as wearing coat : Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss.of material/ irregulanties on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance As per SE BGM approved rate for 2023-24 Per Km As per SE BGM approved rate for 2024-25 87690.00 0.00 87690.00

Name of the Road :) NH4A (Kamataga) - SH-56 (Alagawadi) via Kapoli-Bijgarani-Beedi-Mugalihal-Gandigawad-Itagi-Ambadagatti-Hulikatti-Kotabagi-Dematti-Mallapur-Shivanur-Metyal-Budarakatti-Karikatti-Sangreshkoppa-Savadatti-Yallammanagudda-Hanchinal road SH-N21 from Km 45.47 to 72.32.

Road Category: SH Sub Division : Kittur Division : Belagavi Circle : Belagavi

Khanapur Taluka Boundry (Bogur) Devarashigihalli Jn. Ambadagatti Village Starts Ambadagatti Circle Ambadagatti Village Ends Hulikatti Cross Hulikatti Village Kotabagi Village Dematti Village Mallapur Village Avaradi Village Metyal Village Bailhongal Sub-Dn Boundry start.

Carriage Way 5.50 m

L=0.460 Km NH4 Overlap service road Overlap (SH-140 Jn.) L=0.110 Km

3.75 m Overlap L=2.30 Km Overlap L=1.30 Km

EXISTING ROAD DETAILS

A.M. More than 5 year Overlap ‍NFL DLP Annual Maintenance 2025-26 (Less than 5 year) DLP A.M. More than 5 year A.M.Less than 5 year Overlap A.M.Less than 5 year A.M. More than 5 year Overlap A.M. More than 5 year

PROPOSED ROAD DETAILS

A.M. More than 5 year Overlap Proposed for road work DLP Annual Maintenance 2025-26 (Less than 5 year) DLP AM A.M. More than 5 year A.M.Less than 5 year Overlap A.M.Less than 5 year A.M. More than 5 year Overlap A.M. More than 5 year

Completed Works & Under DLP Proposed Road Thckness

A.M. More than 5 year GSB= 2 x 800 x 2.36 x 0.10 Widening Portion

A.M.Less than 5 year 800 x 5.50 x 0.10 Carriage Way

Proposed Works under 2025-26 WMM= 800 x 5.50 x 0.25

NFL DBM= 800 x 5.50 x 0.05

Assistant Executive Engineer, PWD.Sub-Dn, Kittur

Legends Desciption Silent Features 1). Completed Works and under DLP 3) Proposed works under Annual Works 2025-26

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)

Annual Maintenance 2025-26 (More than 5 year) Single Lane Km 49.26 to 50.26, Km 53.39 to 54.19, Km 58.20 to 62.60, Km 65.01 to 69.81, Km 73.41 to 76.11 16.370 Appendix-E 54.190 54.490 RC 0.300 - - - - -

Proposed Works under 2025-26 Intermediate lane Km 54.19 to 58.20, Km 50.70 to 51.75, Km #REF! 55.540 58.200 RC 2.660 Total Length (in Km) -

Work Under progress Two lane - - Total Length (in Km) 2.960

Works Eligible for Renewal Two lane + PS - - 4) On going works

Major Bridges Four lane - - 2) Maintenance for 2025-26 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Minor Bridges Major Bridges - - HEAD OF ACCOUNT From To Provisions L (in Km) - - - - -

CD Minor Bridges - - 3054 49.260 52.930 Maint 3.670 - - - - -

Village/ City Name Railway Crossing - - 54.490 55.540 Maint 1.050 Total Length (in Km) 0.000

Railway Crossing Overlap Length Km 52.93-53.39, Km 64.90-65.01, Km 69.81-73.41 4.17 58.200 64.900 Maint 6.700

Annual Maintenance 2025-26 (Less than 5 year) Total Length (in Km) #REF! 65.010 69.810 Maint 4.800

Village/City Limit Other Department Works No. Details Length Total Length (in Km) 18.920 5) Eligible for Renewal

Name of Village/ City From To L (in Km) Name of Village/ City From To L (in Km) 1 1). Completed Works and under DLP 2.960 HEAD OF ACCOUNT From To Provisions (RC,Wd,ST, Ren) L (in Km)

Ambadagatti Village 46.72 47.82 1.100 KRDCL - - - 2 2) Maintenance for 2025-26 18.920 - - - - -

Hulikatti Village 51.75 52.25 0.500 KSHIP - - - 3 3) Proposed works under Annual Works 2025-26 - Total Length (in Km) -

Kotabagi Village 54.16 54.86 0.700 SHDP - - - 4 4) On going works 0.000

Dematti Village 56.41 57.11 0.700 PRAMC - - - 5 5) Eligible for Renewal 0.000 Non Feasable Length

Mallapur Village 61.22 61.72 0.500 Total Length (in Km) 0.000 6 Non Feasable Length 0.800 From To Provisions L (in Km)

Avaradi Village 63.52 64.02 0.500 Total Length (in Km) 22.680 53.39 54.19 0.800

Metyal Village 71.47 71.82 0.350 Total Length (in Km) 0.800

Total Length (in Km) 4.350

Details of Road (CC/BT) 2025-26 Maintenance Abstract

From To L (in Km) Description Length in Km

BT 49.26 52.93 3.67 Last 5 Years Developed Length 4.174

54.19 55.54 1.35 More than 5 years Developed length 14.746

56.04 57.95 1.91 Total Maintenance length 18.920

58.20 64.90 6.70 Non Feasable Length 0.800 Assistant Executive Engineer

65.01 69.81 4.80 Total Length of the Road 19.72 PWD, Sub Division Kittur

Total Length (in Km) 21.88

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

PAVEMENT THICKNESS CHART

Sl. No. Chainage No of C.V.P.D. CBR Avg M.S.A Pavement Thickness as recomonded by IRC SP-37-2018 (in mm) Existing Crust Layer (in mm) Proposed Crust Layer (in mm)

Gr Sub base WBM Binder course Surface course Total Gr Sub base WBM BM SDBC Total GrSub base WBM DBM BC Total

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Division Kittur PWD. Division Belgaum.

M.K.Hubli Town Panchayat Limit

EXISTING DETAILS

Annual Maintenance 2025-26 (More than 5 year) Non Feasable Annual Maintenance 2025-26 (Less than 5 year)

Annual Maintenance 2025-26 (More than 5 year) Proposed Reconstruction from Ch. 48.15 to 49.75 Km Annual Maintenance 2025-26 (Less than 5 year)

Ch Length(m) Provisions

Ch. 48.15 to 48.75 Km 600 GSB-200, WMM-250mm, DBM-50mm & BC-30mm

Ch. 48.75 to 48.76 Km 10 Existing Bridge DBM - 50mm, BC - 30mm

Ch. 48.76 to 49.75 Km 990 Subgrade-300, GSB-200, WMM-250mm, DBM-50mm & BC-30mm

Assistant Executive Engineer

PWD, Sub Division Kittur

Ch. 48.15 to 48.75 Km 600.00 GSB-200, WMM-250mm, DBM-50mm & BC-30mm

Ch. 48.75 to 48.76 Km 10.00 Existing Bridge DBM - 50mm, BC - 30mm

Ch. 48.76 to 49.75 Km 990.00 Subgrade-300, GSB-200, WMM-250mm, DBM-50mm & BC-30mm

PAVEMENT DESIGN

P = No of Commertial Vehicles as per last count = #REF!

X = No of years between the last count and the year of completion of Constrn.= 1 Years

r = Annual grouth rate of commercial vehicles. = 5.00%

A = #REF! Say #REF! Commercial Vehicles Per Day

1 Iinitial Traffic = A #REF! Commercial Vehicles Per Day

2 Traffic Grouth Rate per annum = r 5.00%

3 Design life = n 10 Years

4 Vehicle Damage Factor (VDF) = F 3.90

5 Lane Distribution factor = D 1.00 (For Single lane)

6 Design C.B.R of soil = 5% to 6%

7 Cumult. no of std. axles to be catered for in the design terms of msa = N

N = #REF! m.s.a

7 Total pavement thickness for C.B.R. 5% to 6% and Traffic 1.5 to 2.00 msa as per 4.46

IRC-SP-72-2015 pavement composition from Fig-4 T9 is enclosed saperatly. 4.78

Assistant Executive Engineer, Executive Engineer,

PWD. Sub Divn Kittur PWD. Division Belgaum.

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

Existing Road Cross Section

Existing Warn out surface

Assistant Executive Engineer Executive Engineer,

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

Name of the Work: Improvements to NH-4A (Kamataga) to join SH-56 (Alagawadi) Road (SH-N21) from Km 53.39 to 54.19 in Channammana Kittur Taluk of Belagavi District

Proposed Asphalt Road Cross Section

Side Shoulder 5.50 Side Shoulder

Proposede BC of 30mm thk

Proposede DBM 50mm thk

Proposed WMM 250mm thk

Proposed GSB 50mm thk

Proposed GSB 150 mm Thk

Subgrade 300mm Thk

Existing Embankment

Assistant Executive Engineer Executive Engineer,

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

Name of the Work: Improvements Nagaragali Katakol Road (SH-138) from Km 48.15 to 49.75 in Channammana Kittur Taluk of Belagavi District

Proposed Asphalt Road Cross Section

Side Shoulder 5.50 Side Shoulder

Proposede BC of 30mm thk

Proposede DBM 50mm thk

Proposed WMM 250mm thk

Proposed GSB 50mm thk

Proposed GSB 150 mm Thk

Existing Embankment

From Km 48.15 to 49.75

Assistant Executive Engineer Executive Engineer,

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

Name of the Work: Improvements to Kyarakoppa Village Road from Sindhanur-Hemmadaga (SH-30) in Channammana Kittur Constituency in Belagavi District (One Time Development)

Sl. No. Item No. & Page Volume Particulars Unit Basic Rate Issue Rate of cement Constant of Cement Deduct Cost of cement Present Market rate of cement Add Cost of cement Formwork in % Final Rate

1 3.5 / Page-17 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[I.No.-3.5 / Page-17 of PWD SR (Vol. 3) 2023-24] m2 6.00 - 6.00

2 2.5 (ii) a /Pg No.9 3 Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. 2.5 (ii) By Mechanical Means using Dozer (a) In area of light jungle [I.No.-2.5 (ii) a / Page-9 of PWD SR (Vol. 3) 2023-24] 100m2 393.00 6980.00 0.22 -1535.60 5800.00 1276.00 - 393.00

3 3.7 / Page- 17 3 Compacting Original Ground: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.[I.No.-3.7 / Page-17 of PWD SR (Vol. 3) 2023-24 m3 105.00 - - - - - - 105.00

4 4.2 B v/Pg No.23 3 Granular Sub-Base By Mix in Place Method: Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401[I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] m3 2359.00 - 2359.00

5 4.17 /Pg No.26 3 Wet Mix Macadam (Plant mix method): 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 rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3) 2023-24] m3 2559.00 69857.00 1.05 -73349.85 73000.00 76650.00 - 2559.00

6 5.1 A(i)/Pg No.31 3 Prime Coat over WMM/WBM 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/m2 using mechanical means.[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24] m2 41.00 - - - - - - 41.00

7 5.3 (i) /Pg No.31 3 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom[I.No.-5.3 (i) / Page- 31 of PWD SR (Vol. 3) 2023-24] m2 12.00 - - - - - - 12.00

8 5.8 C / Page- 33 3 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 [I.No.-5.8 C / Page- 32 of PWD SR (Vol. 3) 2023-24] m3 7661.00 - - - - - - 7661.00

9 5.31 / Page- 43 3 Semi Dense Bituminous Concrete: Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushedbaggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over apreviously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.[I.No.-5.31/ Page- 43 of PWD SR (Vol. 3) 2023-24] m3 10152.00 - - - - - - 10152.00

10 3.6 / Page- 17 3 Construction of Subgrade and Earthen Shoulders 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 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] m3 493.00 - 493.00

11 16.8 b / Page- 144 3 Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. [I.No.-16.8 b / Page- 144 of PWD SR (Vol. 3) 2023-24] m 25.00 - 25.00

12 16.15 c / Page- 146 1 Providing and Laying Reinforced Cement Concrete PipeNP3 as per design in Single Row 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. 750mm dia [I.No.-16.15 c/ Page- 146 of PWD SR (Vol. 3) 2023-24] m 3335.00 - 3335.00

13 8.6 (iv) / Page- 64 3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24] Each 3604.00 - - - - - - 3604.00

14 8.6 (x) / Page- 65 3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 80 mm x 60 mm rectangular[I.No.-8.6 (x) / Page- 65 of PWD SR (Vol. 3) 2023-24] Each 5505.00 - 5505.00

15 8.7 / Page-65 3 Direction and Place Identification Signs upto 0.9 m2 Size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.[I.No.-8.7 / Page-65 of PWD SR (Vol. 3) 2023-24] m2 9010.00 - 9010.00

16 8.15 / Page-67 3 Road Marking with Hot Applied Thermoplastic Compound Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] m2 530.00 - - - - - - 530.00

17 8.43 / Page-74 3 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] No. 365.00 - - - - - - 365.00

Cheluvyanatti Malenatti Attiwad

Carriageway 3.75m Existing Road Proposed CC Road 4m width Proposed Asphalt Road 2.093

Length=0.857 km L=50m Length=2.093 km

Assistant Executive Engineer Executive Engineer,

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