Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 in Channammana Kittur Taluk of Belagavi District. under HOA 5054 (Appendix E) MDR improvements for the year 2025-26

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

5054-04-337-0-01-154 District roads Improvements for the year 2025-26

Name of the Work: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 in Channammana Kittur Taluk of Belagavi District.

PWD/2026-27/RD/WORK_INDENT37068

ESTIMATED COST : Rs. 230.00 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 5054-04-337-0-01-154 District roads Improvements for the year 2025-26

Departement Head

Name of the Work: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 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. 230.00 Lakhs

Administratively approved Vide:

Technically Sanctioned under

Estimate prepared by Shri. S M Melavanki, AE

Shri. S. K. Hanchinamani, 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: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 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: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 in Channammana Kittur Taluk of Belagavi District.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಬಸಾಪೂರ ಗ್ರಾಮದಿಂದ ತಿಮ್ಮಾಪೂರ ಎನ್‌.ಎಚ್‌-48 ಸರ್ವೀಸ್‌ ರಸ್ತೆವರೆಗೆ ಕಿ.ಮೀ. 0.00 ರಿಂದ 1.02 ರವರೆಗಿನ ಗ್ರಾಮೀಣ ರಸ್ತೆಯು ಪ್ರಸಕ್ತ ಸಾಲಿನಲ್ಲಿ ಸುರಿದ ಭಾರಿ ಮಳೆಯಿಂದ ಹಾಳಾಗಿದ್ದು ವಾಹನ ಸಂಚಾರಕ್ಕೆ ತುಂಬಾ ತೊಂದರೆಯಾಗುತ್ತಿದೆ. ಆದ್ದರಿಂದ ಸದರಿ ರಸ್ತೆಯನ್ನು ಅಭಿವೃದ್ದಿಪಡಿಸುವುದು ಅವಶ್ಯಕವಾಗಿರುತ್ತದೆ. ಈ ರಸ್ತೆಯು ಗ್ರಾಮೀಣ ರಸ್ತೆಯಾಗಿದ್ದು, ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯನ್ನಾಗಿ ಒಂದು ಬಾರಿ ಮೇಲ್ದರ್ಜೆಗೇರಿಸಿ ಸುಧಾರಣೆ ಕೈಗೊಳ್ಳಲಾಗುತ್ತಿದೆ. ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಸದರಿ ರಸ್ತೆಯ ಕಿ.ಮೀ. 0.00 ರಿಂದ 1.02 ರವರೆಗೆ (1020 ಮೀ. ಉದ್ದ) ರಸ್ತೆಯ ಪೂರ್ಣ ಅಗಲಕ್ಕೆ 100ಮಿ.ಮೀ. ಜಿ.ಎಸ್.ಬಿ, 3.75 ಮೀ. ಅಗಲಕ್ಕೆ 150 ಮಿ.ಮೀ. ಡಬ್ಲ್ಯೂ.ಎಮ್.ಎಮ್., 50 ಮಿ.ಮೀ. ಬಿ.ಎಮ್. ಹಾಗೂ 25 ಮಿ.ಮೀ. ಎಸ್.ಡಿ.ಬಿ.ಸಿ. ಪ್ರಾವಧಾನಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ. ಮತ್ತು ಗ್ರಾಮ ಪರಿಮಿತಿಯಲ್ಲಿ 20 ಮೀ. ಉದ್ದದ 0.45m x0.60m ಅಳತೆಯ ಕಾಂಕ್ರೀಟ ಚರಂಡಿ, 8.0 ಮೀ. ಉದ್ದದ 1.0m x1.0m ಅಳತೆಯ ಬಾಕ್ಸ್ ಕಲವರ್ಟ ನಿರ್ಮಿಸಲಾಗುತ್ತಿದೆ. ಈಗಾಗಲೇ ರಸ್ತೆಯ ಮಟ್ಟದಲ್ಲಿರುವ ಸಿ.ಡಿ. ಹೆಡ್‌ವಾಲ್‌ಗಳ ಎತ್ತರವನ್ನು ಹೆಚ್ಚಿಸುವುದು ಮತ್ತು ರಸ್ತೆಗೆ ಪೀಠೋಪಕರಣಗಳು ಅಳವಡಿಸಿಕೊಂಡು ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ.

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಕಿತ್ತೂರ ಮತಕ್ಷೇತ್ರ ಕಿತ್ತೂರು ಉಪ-ವಿಭಾಗದ ವ್ಯಾಪ್ತಿಯ ಉಗರಖೋಡ-ಹುಲಿಕಟ್ಟಿ-ಹುಣಶಿಕಟ್ಟಿ ರಸ್ತೆ ಕಿ.ಮೀ 1.98 ರಿಂದ 3.40ರ ರವರೆಗೆ ರಸ್ತೆಯು ಪ್ರಮುಖ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಾಗಿದೆ. ಸದರಿ ರಸ್ತೆಯು ಕಳೆದ ಎರಡು ವರ್ಷಗಳಿಂದ ಸುರಿದ ಭಾರಿ ಮಳೆಯಿಂದ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ತುಂಬಾ ಹದಗೆಟ್ಟಿದ್ದು (ಛಾಯಾಚಿತ್ರ ಲಗತ್ತಿಸಿದೆ), ಸದರಿ ರಸ್ತೆಯಲ್ಲಿ ಸಾರ್ವಜನಿಕರು ಹಾಗೂ ವಾಹನ ಸಂಚಾರಕ್ಕೆ ತುಂಬಾ ಅಡಚಣೆಯಾಗಿ ಕಿರಿಕಿರಿ ಉಂಟಾಗುತ್ತಿದೆ. ಆದ್ದರಿಂದ ಸದರಿ ರಸ್ತೆಯನ್ನು ಅಭಿವೃದ್ದಿಪಡಿಸುವುದು ಅವಶ್ಯಕವಾಗಿರುತ್ತದೆ. ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಸದರಿ ರಸ್ತೆಯ ಕಿ.ಮೀ. 2.67 ರಿಂದ 3.40 ರವರೆಗೆ (730 ಮೀ. ಉದ್ದ) 200ಮಿ.ಮೀ. ಜಿ.ಎಸ್.ಬಿ, 250 ಮಿ.ಮೀ. ಡಬ್ಲ್ಯೂ.ಎಮ್.ಎಮ್., 50 ಮಿ.ಮೀ. ಬಿ.ಎಮ್. ಹಾಗೂ 25 ಮಿ.ಮೀ. ಎಸ್.ಡಿ.ಬಿ.ಸಿ. ಪ್ರಾವಧಾನಗಳು ಹಾಗೂ ರಸ್ತೆಗೆ ಪೀಠೋಪಕರಣಗಳು ಅಳವಡಿಸಿಕೊಳ್ಳಲಾಗಿದೆ.

ಸದರಿ ಕಾಮಗಾರಿಗಳಿಗೆ 2025-26ನೇ ಸಾಲಿನಲ್ಲಿ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 5054-04-337-0-01-154 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ಸುಧಾರಣೆ ಅಡಿಯಲ್ಲಿ ರೂ. 230.00 ಲಕ್ಷಗಳಿಗೆ ಸರ್ಕಾರದ ಪತ್ರ ಸಂಖ್ಯೆಃ ಲೋಇ/170/ಐ.ಎಫ್‌.ಎ/2026 (ಇ-ಕಚೇರಿ) ಬೆಂಗಳೂರು, ದಿನಾಂಕಃ 27-03-2026 ರನ್ವಯ ಅನುದಾನ ಮಂಜೂರಾಗಿರುತ್ತದೆ. 2024-25ನೇ ಸಾಲಿನ 5054-04-337-0-01-154 ಜಿಲ್ಲಾ ಮತ್ತು ಇತರೆ ರಸ್ತೆಗಳ ಸುಧಾರಣೆ (ಅಪೆಂಡಿಕ್ಸ್-ಇ) ಅಡಿಯಲ್ಲಿ ಸರ್ಕಾರದ ಪತ್ರ ಸಂಖ್ಯೆಃ ಲೋಇ/ /ಐಎಫ್‌ಎ/2024 (ಇ-ಕಛೇರಿ) ಬೆಂಗಳೂರು, ದಿನಾಂಕಃ - -2024ರನ್ವಯ

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾದ ಅಂಶಗಳು

Road Improvement Work

1 Clearing and Grubbing road land

2 Scarifying the existing bituminous road surface

3 Loosening, leveling and CompactingCompacting original ground supporting embankment

4 Construction of sub-grade and earthen shoulders

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

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

7 Prime Coat over WMM/WBM

8 Tack coat on Granular Surface

9 Providing and laying Bituminous Macadam-Gr-II

10 Providing and laying Semi Dense Bituminous Concrete

11 Construction of unlined surface drains

12 Providing and laying of hot applied thermoplastic compound

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

14 Retro-Reflectorised Traffic Signs- 60 cm equilateral triangle

15 Direction and Place Identification Signs upto 0.90 m2 Size

16 Kilometre Stone Ordinary kilometer stone (precast)

17 Kilometre Stone Reinforced 200 m stone (precast)

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

Drain and CD Work

1 Dismantling of existing structures like culverts, bridges, retaining walls and other structure

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

3 Providing and laying in position plain cement concrete for levelling course. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

4 Providing and laying in position Reinforced cement concrete for all Sub structures. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

4a Formwork for Drain /CD Wall

5 Providing and laying in position Reinforced cement concrete for all Sub structures. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

5a Formwork for CD Head Wall

6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement (All other type of structures)

7 Providing weep holes in Brick masonry/Plain/ Reinforced concrete

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

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಮೇಲ್ಕಾಣಿಸಿದ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ 2023-24ನೇ ಸಾಲಿನ (2026-27ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಬೆಂಗಳೂರು ವೃತ್ತದ ಏಕರೂಪ ದರಪಟ್ಟಿಯನ್ವಯ, 18% ಜಿ.ಎಸ್.ಟಿ. ಯನ್ನು ಸೇರಿಸಿಕೊಂಡು ಒಟ್ಟು ರೂ. 230.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ. ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಗೆ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿ ನೀಡಲು ಗೌರವಪೂರ್ವಕವಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು, ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು,

ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ-ವಿಭಾಗ, ಕಿತ್ತೂರು ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ವಿಭಾಗ, ಬೆಳಗಾವಿ

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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) 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)

RECAPTULATION SHEET

Name of the Work: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 in Channammana Kittur Taluk of Belagavi District.

Sl. No. Description Amount EPROC

1 Improvements of Road from Basapur to Timmapur NH-48 Service Road 7,925,846.80 7926498.50 651.70

2 Improvements of Ugarkhod-Hulikatti-Hunashikatti MDR 10,206,687.56 10206539.71 -147.85

3 Maintanance Cost for 3 years after DLP of 2 Years 252,906.90 252906.90 0.00

7 Miscelleanous and Unforseen Items 57,727.12 57,098.39

Grand Total 23,000,000.00 23000000.00 #REF!

Rs. 230.00 Lakhs Rs. 230.00

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: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 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

Total 1.60 per km #REF! #REF! #REF!

Total 1.60 per km #REF! #REF! #REF!

Total 1.60 per km #REF! #REF! #REF!

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: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development)

Measurement Sheet for Road Improvement

Ch.0.00 to 0.02 Km 20.00 Scarifying the existing 3.75m CW, Compaction, GSB-100, WMM-150mm, BM-50mm & SDBC-25mm #VALUE! 1.913 0.85

Ch. 0.02 to 1.020 Km 1000.00 Scarifying the existing 3.75m CW, Compaction, GSB-100, WMM-150mm, BM-50mm & SDBC-25mm 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) )

Deduct 40% voids 40% 1082.60

2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead

Considering 50% Area 50% 1953.75 #REF!

3 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 Roads 3 10.00 6.40 0.15 28.80

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 (CSR 2023-24, Vol-3, P.No-17, I.No-3.6)

Approach Roads 3 2 10.00 1.113 0.225 15.02

5 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 Full Road Width

Approach Roads 3 10.00 6.30 0.10 18.90

6 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 Roads 3 10.00 3.75 0.150 16.88

7 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)

Approach Roads 3 10.00 3.75 112.50

8 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)

Approach Roads 3 10.00 3.75 112.50

9 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

Approach Roads 3 10.00 3.75 0.05 5.63

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

Approach Roads 3 10.00 3.75 0.025 2.81

11 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)

Considering 60% Length 60% 1224.00 2040.00

12 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 Crossings 4 2 3.75 0.10 3.00

13 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 curves 2 4 5 40

Total Qty 40 Each 365.00 14,600.00

14 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 6 Each 3591.00 21,546.00

15 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]

Start and End Point 2 1.20 0.90 2.16

Total Qty 2.16 Sqm 9684.00 20,917.44

16 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 2 Each 2889.00 5,778.00

17 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 4 Each 820.00 3,280.00

18 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 3 5.00 15.0

Measurement Sheet for Drain and CD

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. By Mechanical Means B) Prestressed / RCC grade M-20 & above

Considering 60% qty. 3.60

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. soil

3 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates

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

4a Formwork for Drain /CD:

Formwork for Drain /CD 9.74

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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Rising CD Headwall 2 4.80 0.45 0.90 3.89

5a Formwork for CD Headwall

Formwork for CD Headwall 3.89

6 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)

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

Rising CD Headwall

Total Qty 0.70 Tonne 80019.00 56,307.10

7 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

Total Qty 3.20 m 138.00 441.60

8 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.

Head Wall Painting 2 2 4.80 0.90 17.28

Total Qty 23.22 Sqm 84.00 1,950.48

Sub-Total = 7,925,846.80

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಉಗರಖೋಡ-ಹುಲಿಕಟ್ಟಿ-ಹುಣಶಿಕಟ್ಟಿ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯ ಕಿ.ಮೀ 1.98 ರಿಂದ 3.40 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

MEASUREMENT SHEET

Sl. No. Description No. L B D Qty. Unit Rate Amount

Improvements proposed to Ugarkhod-Hulikatti-Hunashikatti MDR 57727.11779

Length Provisions

Ch. 2.65 to 3.40 Km 750.00 Scarifying the existing 3.75m CW, Compaction, GSB-200mm, WMM-250mm, BM-50mm & SDBC-25mm 3400 750.00 2650.00

1 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] 2 2.655 0.75

Considering only 40% area 40% 1,200.00 12.00

2 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.

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] 0.6 #REF! 0.03 0.250 #REF! 0.75 #REF! #REF!

For Shoulders #REF!

4 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] 1.2125

Junction Improvement towards Honnidibba Village (12.00+8.45) 1 1 10.00 10.230 0.10 10.23

5 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] 12 5.5 17.5

For Carraigeway

Junction Improvement near N-21 (18.5+5.5) 1 1 7.00 12.000 0.25 21.00 18.5 5.5 24

Junction Improvement towards Honnidibba Village (12.00+5.5) 1 1 10.00 8.750 0.25 21.88

6 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]

For Carraigeway

Junction Improvement near N-21 (18.5+5.5) 1 1 7.00 12.00 84.00 18.5 5.5 24

Junction Improvement towards Honnidibba Village (12.00+5.5) 1 1 10.00 8.75 87.50

7 Tack coat on Granular surface treated with primer: Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface [I.No.-5.4 (ii) / Page- 31 of PWD SR (Vol. 3) 2023-24]

For Carraigeway

Junction Improvement near N-21 (18.5+5.5) 1 7.00 12.00 84.00

Junction Improvement towards Honnidibba Village (12.00+5.5) 1 10.00 8.75 87.50

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

For Carraigeway

Junction Improvement near N-21 (18.5+5.5) 1 7.00 12.00 0.05 4.20

Junction Improvement towards Honnidibba Village (12.00+5.5) 1 10.00 8.75 0.05 4.38

9 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]

For Carraigeway

Junction Improvement near N-21 (18.5+5.5) 1 7.00 12.00 0.025 2.10

Junction Improvement towards Honnidibba Village (12.00+5.5) 1 10.00 8.75 0.025 2.19

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

ROAD SAFETY WORKS

11 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. `[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24]

12 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]

13 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]

For Carraigeway

Junction Improvement near N-21 1 4 5.50 0.15 3.30

Junction Improvement towards Honnidibba Village 1 4 5.50 0.15 3.30

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 [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24]

At Curves 4 4 3.00 48.00

Junction Improvement near N-21 1 4 4.00 16.00

Junction Improvement towards Honnidibba Village 1 4 4.00 16.00

21 Dismantling of Structures 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 By Mechanical Means Prestressed / RCC grade M-20 & above[I.No.-2.8 (ii) B / Page- 10 of PWD SR (Vol. 3) 2023-24]

Mallapur Village Limit 1 300.00 0.90 0.675 182.25

Sangolli Village Limit 1 1100.00 0.90 0.675 668.25

Bevinakoppa Village Limit 1 700.00 0.90 0.675 425.25

Amatur Village Limit 1 400.00 0.90 0.675 243.00

Bailahongal Village Limit 1 500.00 0.90 0.675 303.75

22 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]

Mallapur Village Limit 1 300.00 0.90 0.10 27.00

Sangolli Village Limit 1 1100.00 0.90 0.10 99.00

Bevinakoppa Village Limit 1 700.00 0.90 0.10 63.00

Amatur Village Limit 1 400.00 0.90 0.10 36.00

Bailahongal Village Limit 1 500.00 0.90 0.10 45.00

23 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].

Qty Vide I.No. 29 1380.00 65.00 Kg/Cum 89,700.00 Kg

24 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]

Mallapur Village Limit

Sangolli Village Limit

Bevinakoppa Village Limit

Amatur Village Limit

Bailahongal Village Limit

From Ch. 24.83 to 25.28 km

Total 1,380.00 Cum

25 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]

Mallapur Village Limit 1 2 300.00 0.70 420.00

Sangolli Village Limit 1 2 1100.00 0.70 1,540.00

Bevinakoppa Village Limit 1 2 700.00 0.70 980.00

Amatur Village Limit 1 2 400.00 0.70 560.00

Bailahongal Village Limit 1 2 500.00 0.70 700.00

Total 4,830.00 Sqm

26 Formwork for 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]

Qty Vide I.No. 10 1,380.00 Cum

27 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]

Mallapur Village Limit 1 300.00 0.10 0.45 13.50

Sangolli Village Limit 1 1100.00 0.10 0.45 49.50

Bevinakoppa Village Limit 1 700.00 0.10 0.45 31.50

Amatur Village Limit 1 400.00 0.10 0.45 18.00

Bailahongal Village Limit 1 500.00 0.10 0.45 22.50

#REF! 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]

1 #REF! #REF! 0.10 0.90 #REF!

#REF! Cum #REF!

15 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]

at field approach roads 4 1 5.00 1.00 1.00 20.00

16 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]

at field approach roads 4 2 2.50 20.00

Sub-Total = 10,206,687.56

Name of the Work: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 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 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

3 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

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 (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

5 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

6 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

7 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

8 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

9 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 m3 (Vol-3, P.No-33, I.No-5.8C) 10665.00 0.00 10665.00

10 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. m3 (Vol-3, P.No-43, I.No-5.31) 14785.00 0.00 14785.00

11 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

12 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

13 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

14 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.A (iv)) 3591.00 0.00 3591.00

15 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

16 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

17 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

18 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

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)) 3334.00 0.00 3334.00

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. By Mechanical Means B) Prestressed / RCC grade M-20 & above m3 2.8,B (Vol 3) 1108.00 1108.00

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. soil m3 1.14.1(Vol 1) 102.00 102.00

3 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates m3 2.1.3(Vol 1) 5918.00 5918.00

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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 2.4.3(Vol 1) 6227.00 6227.00

4a Formwork for Drain /CD Wall: m3 Addendum-I Sl.No.4 6227.00 35% 2179.45 2179.45 35% formwork of Drain Wall

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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 2.4.2(Vol 1) 6221.00 6221.00

5a Formwork for CD Headwall m3 Addendum-I Sl.No.8 6221.00 8% 497.68 497.68

6 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 80019.00

7 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 m 12.1 (Vol 3) 138.00 138.00

8 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 13.14 (Vol 3) 84.00 84.00

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಉಗರಖೋಡ-ಹುಲಿಕಟ್ಟಿ-ಹುಣಶಿಕಟ್ಟಿ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯ ಕಿ.ಮೀ 1.98 ರಿಂದ 3.40 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

Sub-Estimate for Maintainance for 3rd, 4th & 5th Year

MEASUREMENT SHEET 1.24

Sl. No. Description No. L B D Qty. Rate Amount Unit 16.01

Name of the Work: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development)

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 [I.No.- As per rates approved by SE BGM]

Basapur to Timmapur NH-48 Service Road

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 [I.No.- As per rates approved by SE BGM]

Basapur to Timmapur NH-48 Service Road

3 Road Maintenance for 5th year for road with BM+SDBC 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/ 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 [I.No.- As per rates approved by SE BGM]

Basapur to Timmapur NH-48 Service Road

Improvements proposed to Ugarkhod-Hulikatti-Hunashikatti MDR

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 [I.No.- As per rates approved by SE BGM]

Ugarkhod-Hulikatti-Hunashikatti MDR

5 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 [I.No.- As per rates approved by SE BGM]

Ugarkhod-Hulikatti-Hunashikatti MDR

6 Road Maintenance for 5th year for road with BM+SDBC 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/ 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 [I.No.- As per rates approved by SE BGM]

Ugarkhod-Hulikatti-Hunashikatti MDR

Total= 252906.90

ಕಾಮಗಾರಿಯ ಹೆಸರು: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಉಗರಖೋಡ-ಹುಲಿಕಟ್ಟಿ-ಹುಣಶಿಕಟ್ಟಿ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯ ಕಿ.ಮೀ 1.98 ರಿಂದ 3.40 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ರಸ್ತೆ ಸುಧಾರಣೆ ಮಾಡುವುದು.

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 Area Weightage in % Formwork in % Final Rate

Basapur to Timmapur NH-48 Service Road

1 As per rates approved by SE BGM 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 [I.No.- As per rates approved by SE BGM] Km 28630.00 - - 28630.00

2 As per rates approved by SE BGM 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 [I.No.- As per rates approved by SE BGM] Km 47010.00 6980.00 0.22 -1535.60 5800.00 1276.00 - - 47010.00

3 As per rates approved by SE BGM Road Maintenance for 5th year for road with BM+SDBC 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/ 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 [I.No.- As per rates approved by SE BGM] Km 58330.00 - - 58330.00

Ugarkhod-Hulikatti-Hunashikatti MDR

1 As per rates approved by SE BGM 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 [I.No.- As per rates approved by SE BGM] Km 31210.00 - - 31210.00

2 As per rates approved by SE BGM 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 [I.No.- As per rates approved by SE BGM] Km 54730.00 6980.00 0.22 -1535.60 5800.00 1276.00 - - 54730.00

3 As per rates approved by SE BGM Road Maintenance for 5th year for road with BM+SDBC 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/ 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 [I.No.- As per rates approved by SE BGM] Km 69070.00 - - 69070.00

Name of the Work: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development)

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: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 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: 1) Improvements of Road from Basapur to Timmapur NH-48 Service Road in Channammana Kittur Taluk of Belagavi District (One Time Development) 2) Improvements to Ugarkhod-Hulikatti-Hunashikatti MDR in selected reaches of Km 1.98 to 3.40 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

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