Providing Gangmen for Major District Roads under Kittur Subdivision Jurisdiction 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 DIVISION, SUB-DIVISION, KITTUR

: Head of Account : ¥ÁåPÉÃeï-2

3054 MDR Annual Maintenance for the year 2025-26

Name of the Work: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು. Providing road managers (Gangaman) for the annual maintenance of District Main roads under Kittur subdivision of Belgaum district under 3054 MDR Maintenance for the year 2025-26.

ESTIMATED COST : Rs 12.00 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 Channammana Kittur

Departement Head 3054 MDR Annual Maintenance for the year 2025-26

Name of the Work: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

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

Estimated Cost Rs. 12.00 Lakhs

Administratively approved Vide:

Technically Sanctioned under

Estimate prepared by Shri. S. K. Hanchinamani, AE Shri. Shridhar M Melavanki AE

Estimate Checked by Shri S R Mirajkar, 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: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

P.W.D.CODE PARA - 133

This is to certify that,Shri. S R Mirajkar , 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: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಕಿತ್ತೂರು ಉಪವಿಭಾಗದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಒಟ್ಟು 20 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳು ಇದ್ದು, ಸಾರ್ವಜನಿಕರ ಸುಗಮ ಸಂಚಾರಕ್ಕಾಗಿ ಸದರಿ ರಸ್ತೆಗಳ ನಿರಂತರ ನಿರ್ವಹಣೆಗಾಗಿ ಗ್ಯಾಂಗ್‌ಮನ್‌ಗಳ ಅವಶ್ಯಕತೆ ಇರುತ್ತದೆ.

ಸದರಿ ಕಾಮಗಾರಿಗೆ ಅಧೀಕ್ಷಕ ಇಂಜಿನೀಯರರು, ಬೆಳಗಾವಿ ವೃತ್ತ ರವರ ಪತ್ರ ಸಂಖ್ಯೆಃ 2432, ದಿನಾಂಕಃ 21-08-2025 ರನ್ವಯ ಕಾರ್ಯಕ್ರಮ ಪಟ್ಟಿಗೆ ಅನುಮೋದನೆ ದೊರೆತಿರುತ್ತದೆ.

ಸದರಿ ಕಾಮಗಾರಿಗೆ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ಮಾನ್ಯ ಅಧೀಕ್ಷಕ ಇಂಜಿನೀಯರರು, ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಬೆಳಗಾವಿ ವೃತ್ತ, ಬೆಳಗಾವಿರವರಿಂದ ಅನುಮೋದನೆಗೊಂಡ ದರದನ್ವಯ ಈ ಕೆಳಗಿನ ಐಟಂಗಳನ್ನು ಸೇರಿಸಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ರೂ. 12.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಿ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

1 Supplying and Engaging Manpower to maintain the road length

2 Providing VFC Jacket Large (L) and Flourescent red (for Emergency Services)

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)

Name of the Work: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

ABSTRACT OF ESTIMATES

Sl No Name of Estimate Amount

1 Supplying and Engaging Manpower to maintain the road length ₹ 1,040,957.24

2 Misc & Rounding Off ₹ 159,042.76 #REF!

Name of the Work: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

MEASUREMENT SHEET

Sl. No. Description No. L B D Qty. Unit Rate Amount 140 138

(1). Annual maintenance to Alnawar Betageri road from Ch. 7.75 km to 23.23 km, Ch. 24.13 km to 25.28 km, Ch. 25.80 km to 27.20 km, Ch. 27.265 km to 27.34 km, Ch. 28.75 km to 29.00 km, Ch. 31.65 km to 32.00 km, Ch. 32.30 km to 32.60 km, Ch. 33.00 km to 34.25 km, Ch. 34.40 km to 35.00 km and Ch. 35.73 km to 38.45 km in Kittur Taluka

Length of the road improved less than 5 Years

Ch. 7.75 km to 20.00 km 12.25 km

Ch. 24.36 km to 25.28 km 0.92 km

Ch. 25.80 km to 27.20 km 1.4 km

Ch. 28.75 km to 29.00 km 0.25 km

Ch. 31.65 km to 32.00 km 0.35 km

Ch. 32.30 km to 32.60 km 0.3 km

Ch. 33.00 km to 34.25 km 1.25 km

Ch. 34.40 km to 35.00 km 0.6 km

Ch. 35.73 km to 38.45 km 2.72 km

Length of the road improved more than 5 Years

Ch. 20.00 km to 23.23 km 3.23 km

Ch. 24.13 km to 24.36 km 0.23 km

Total = 23.575 km

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.[I.No.-2.5 (ii) b/ Page-9 of PWD SR (Vol. 3) 2023-24]

SH-140 Alnawar Betageri

2 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.[I.No.-16.19 / Page-147 of PWD SR (Vol. 3) 2023-24]

SH-140 Alnawar Betageri

3 Maintenance of Earth Shoulder (stripping excess soil): Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor [I.No.-10.3 / Page- 91 of PWD SR (Vol. 3) 2023-24]

SH-140 Alnawar Betageri

4 Maintenance of Earthen Shoulder (filling with fresh soil): Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. [I.No.-10.2 / Page- 91 of PWD SR (Vol. 3) 2023-24]

SH-140 Alnawar Betageri

5 Patching of Shallow Potholes using SDBC Gr II 25 mm thick: Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and inishing etc., complete as per specification. [I.No.-10.15 (i) / Page- 93 of PWD SR (Vol. 3) 2023-24] -1.99

SH-140 Alnawar Betageri

7 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Painting two coats with synthetic enamel paint.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24]

SH-140 Alnawar Betageri 1 23.575 23.575

8 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade.[I.No.16.24(ii) / Page-148 of PWD SR (Vol. 3) 2023-24]

SH-140 Alnawar Betageri 1 23.575 23.575

9 White washing of parapet walls of CD work and tree trunks: White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications..[I.No.-16.26/ Page- 148 of PWD SR (Vol. 3) 2023-24]

SH-140 Alnawar Betageri

CDs of 9.00m length headwall

Headwall outer and inner faces 2 4 9.00 1.00 72.00

Headwall end faces 2 4 0.45 1.00 3.60

Headwall top faces 2 2 9.00 0.45 16.20

CDs of 6.00m length headwall

Headwall outer and inner faces 10 4 6.00 0.60 144.00

Headwall end faces 10 4 0.45 0.60 10.80

Headwall top faces 10 2 6.00 0.45 54.00

CDs of 4.5.00m length headwall

Headwall outer and inner faces 10 4 4.50 0.60 108.00

Headwall end faces 10 4 0.45 0.60 10.80

Headwall top faces 10 2 4.50 0.45 40.50

10 Maintenance of Culverts: Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909.[I.No.-16.20 (i)/ Page- 147 of PWD SR (Vol. 3) 2023-24]

SH-140 Alnawar Betageri 21 1 21.000

SUB TOTAL PART A = 761354.57

Name of the Work: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

MEASUREMENT SHEET

Sl. No. Description No. Month Days L B D Qty. Unit Rate Amount 140 138

1 Supplying and Engaging Manpower to maintain the road length assigned to him as per the directions of the Engineer-In-Charge and duties and responsibilities of road conductor (gangman) as per Govt. circular No. PW/995/IFA/2023(E), Bengaluru, dated: 24-05-2024 including clearing any obstructions that can be carried out manually with accessories and to report any unauthorized construction, road breaches if any on priority. The Rates are inclusive minimum wages, staturoty benefits as per Labor act and all relevant taxes including GST. (As per SEBC Letter No. 3738, Dated: 21-10-2025)

i.e 26 days is equal to 1 Month 4 12 26 1,248.00

2 VFC Jacket Large (L):Providing VFC Jacket Large (L) and Flourescent red (for Emergency Services)

Name of the Work: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

Sl. No. Item No. & Page Particulars Unit Basic Rate

1 As per SEBC Letter No. 3738, Dated: 21-10-2025 Supplying and Engaging Manpower to maintain the road length assigned to him as per the directions of the Engineer-In-Charge and duties and responsibilities of road conductor (gangman) as per Govt. circular No. PW/995/IFA/2023(E), Bengaluru, dated: 24-05-2024 including clearing any obstructions that can be carried out manually with accessories and to report any unauthorized construction, road breaches if any on priority. The Rates are inclusive minimum wages, staturoty benefits as per Labor act and all relevant taxes including GST. Man days 831.61 96.15384615

2 Product id : 5116877-7798603950 GeM VFC Jacket Large (L):Providing VFC Jacket Large (L) and Flourescent red (for Emergency Services) PER UNIT 776.99 96.15384615

VFC Jacket Large (L):Providing VFC Jacket Large (L) and Flourescent red (for Emergency Services)

Name of the Work: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

RATE ANALYSIS FOR PART A

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 Add GST 18% Final Rate

1 2.5 (ii) a/ Page-9 3 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.[I.No.-2.5 (ii) b/ Page-9 of PWD SR (Vol. 3) 2023-24] per 100 m2 393.00 - - - - - 70.74 463.74

2 16.19 / Page-147 3 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.[I.No.-16.19 / Page-147 of PWD SR (Vol. 3) 2023-24] m 6.00 1.08 7.08

3 10.3 / Page- 91 3 Maintenance of Earth Shoulder (stripping excess soil): Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor [I.No.-10.3 / Page- 91 of PWD SR (Vol. 3) 2023-24] m2 39.00 7.02 46.02

4 10.2 / Page- 91 3 Maintenance of Earthen Shoulder (filling with fresh soil): Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. [I.No.-10.2 / Page- 91 of PWD SR (Vol. 3) 2023-24] m2 97.00 - - - - - 17.46 114.46

5 10.15 (i) / Page- 93 3 Patching of Shallow Potholes using SDBC Gr II 25 mm thick: Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and inishing etc., complete as per specification. [I.No.-10.15 (i) / Page- 93 of PWD SR (Vol. 3) 2023-24] m2 263.00 - - - - - 47.34 310.34

7 16.24(i) / Page-148 3 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Painting two coats with synthetic enamel paint.[I.No.16.24(i) / Page-148 of PWD SR (Vol. 3) 2023-24] km 206.00 - - - - - 37.08 243.08

8 16.24(ii) / Page-148 3 Maintenance of 200 m and km stones: Maintenance of 200 m & km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 m & km stone and 5th km stone as per drawing and technical specification Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade.[I.No.16.24(ii) / Page-148 of PWD SR (Vol. 3) 2023-24] km 1135.00 - - - - - 204.30 1339.30

9 16.26/ Page- 148 3 White washing of parapet walls of CD work and tree trunks: White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications..[I.No.-16.26/ Page- 148 of PWD SR (Vol. 3) 2023-24] m2 27.00 - - - - - 4.86 31.86

10 16.20/ Page- 147 3 Maintenance of Culverts: Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909.[I.No.-16.20 (i)/ Page- 147 of PWD SR (Vol. 3) 2023-24] No 2047.00 368.46 2415.46

Name of the Work: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

Sl No. 23-24 SR Item No SPECIFICATIONS UNIT Nos L B D QTY QTY Rate Amount

1 9 2.5 (A) 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. MORTH Specification No:201 (i). By Mechanical Means A. In area of light jungle. 100 m² 30.53 393.00 11996.33

TOTAL 100 m² 30.53

2 38 1.14.1 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. In all kinds of soils Depth above 6 m m³ 6552.00 144.00 943488.00

TOTAL m³ 6552.00

3 38 1.14.1 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. In all kinds of soils Depth upto 1.5 m m³ 2103.75 102.00 214582.50

Approach Roads 3 10.00 5.50 0.75 123.75

TOTAL m³ 2103.75

4 38 5.16 (507 C) Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Bituminous Concrete Grading II for traffic <20 MSA m³ 74.25 10954.00 813334.50

5 31 5.3 (503 i) 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 m² 2365.00 12.00 28380.00

TOTAL m² 2365.00

6 35 5.12 (505 C) Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA m³ 118.25 9449.00 1117344.25

7 26 4.17 (406) 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 roller to achieve the desired density. m³ 673.75 2559.00 1724126.25

TOTAL m³ 673.75

8 23 4.1 (401A) Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete For Grading -V Material m³ 539.00 2487.00 1340493.00

TOTAL m³ 539.00

9 17 3.6 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 808.50 494.00 399399.00

TOTAL m³ . 808.50

10 51 6.8.1 Precast Cement Concrete Interlocking Blocks Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) m² 330.00 1068.00 352440.00

Pavers on both side 2 165.00 1.00 330.00

TOTAL m² 330.00

11 74 8.42.3 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone m 2000.00 463.00 926000.00

Pavers on both side 6 333.33 2000.00 200.4

TOTAL m 2000.00

12 66 8.10 (803) Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces m² 1500.00 109.00 163500.00

Pavers on both side 6 333.33 0.75 1500.00

TOTAL m² 1500.00

13 85 11.34B Providing and fixing M.S. grills of required pattern in frames of win_x0002_dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. kg 705.60 154.00 108662.40

Cattle Trap 1 28.00 1.20 33.60

TOTAL @ 21 kg/m² kg 705.60

TOTAL 8143747.00

Name of the Work: 2025-26 ನೇ ಸಾಲಿನ 3054 ಜಿ.ಮು.ರ. ನಿರ್ವಹಣೆ ಅಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಕಿತ್ತೂರು ಉಪವಿಭಾಗ ವ್ಯಾಪ್ತಿಯ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ವಾರ್ಷಿಕ ನಿರ್ವಹಣೆಗಾಗಿ ರಸ್ತೆ ನಿರ್ವಾಹಕರನ್ನು (ಗ್ಯಾಂಗಮನ್‌) ಒದಗಿಸುವುದು.

Sl No SPECIFICATIONS Unit 2023-24 SR SR 23-24 Rate AW 0% NET RATE

Volume No Page No Item No

1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. MORTH Specification No:201 (i). By Mechanical Means A. In area of light jungle. 100 m² Vol 3 9 2.5 (A) 393.00 0.00 393.00

2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth above 6 m m³ Vol 1 38 1.14.1 144.00 0.00 144.00 5.1

3 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m³ Vol 1 38 1.14.1 102.00 0.00 102.00

4 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Bituminous Concrete Grading II for traffic <20 MSA m³ Vol 3 38 5.16 (507 C) 10954.00 0.00 10954.00

5 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 m² Vol 3 31 5.3 (503 i) 12.00 0.00 12.00

6 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA m³ Vol 3 35 5.12 (505 C) 9449.00 0.00 9449.00

7 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 roller to achieve the desired density. m³ Vol 3 26 4.17 (406) 2559.00 0.00 2559.00

8 Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete For Grading -V Material m³ Vol 3 23 4.1 (401A) 2487.00 0.00 2487.00

9 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 VOL 3 17 3.6 494.00 0.00 494.00

10 Precast Cement Concrete Interlocking Blocks Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) m² Vol 3 51 6.8.1 1068.00 0.00 1068.00

11 Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone m Vol 3 74 8.42.3 463.00 0.00 463.00

12 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces m² Vol 3 66 8.10 (803) 109.00 0.00 109.00

13 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. KG VOL 2 85 11.34B 154.00 0.00 154.00

Particulars From To L (in Km)

Length of the road Developed in upto 5 years 7.75 20 12.25

Length of the road improved more than 5 years 20 23.23 3.23

Total Maintenance Lnegth for the year 2024-25 23.575

Total Length of the Road 29.28