Development of residential layout for Sudagad Sidda nomadic community on 04 Acre lands of Ayyappaswamy Nagar Survey No-10/A of Savadatti town in Savadatti Tq, Belgaum district Under Hoa Buddha, Basava Ambedkar Site Allocation Scheme 4059-SCP for the year 2025-26

PUBLIC WORKS DEPARTMENT

DIVISION, BELAGAVI

SAVADATTI SUB-DIVISION

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Estimate cost :- Rs. 160.00 Lakhs

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

Division : PWD Division, Belagavi

Sub-Division : PWD Sub-Division Savadatti

Departmental Head :

Estimate framed in the Office of the Assistant Executive Engineer, PWD Sub-Division Saundatti and probable expenses that will be incurred for the work For the year 2025–26, ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Estimated Cost : Rs. 160.00 Lakhs.

Administrively sanctioned Under : No. ______ Date : _________

Technically Sanctioned under : No. ______ Date : _________

Estimate prepared by & : Shri. S M Hugar A.E

Checked by : Shri. Vijay Sangappagol A.E.E

(Call or Authority)

GENERAL DESCRIPTION

------------Seperate Sheet Enclosed-----------

Assistant Executive Engineer

PWD Sub-Division Saundatti

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

ರಾಜ್ಯದ ಗ್ರಾಮೀಣ ಪ್ರದೇಶ/ನಗರ ಪ್ರದೇಶದಲ್ಲಿ ವಾಸಿಸುತ್ತಿರುವ ನಿವೇಶನ ರಹಿತ ಪರಿಶಿಷ್ಟ ಜಾತಿ ಮತ್ತು ಪರಿಶಿಷ್ಟ ಪಂಗಡದ ಕುಟುಂಬದವರಿಗೆ ವಸತಿ ಸೌಲಭ್ಯ ಕಲ್ಪಿಸುವುದಕ್ಕಾಗಿ, ನಿವೇಶನಗಳನ್ನು ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಮೂಲಕ ಅಭಿವೃದ್ಧಿ ಪಡಿಸಿ ಸಂಬಂಧಪಟ್ಟ ಸ್ಥಳೀಯ ಪ್ರಾಧಿಕಾರದಿಂದ ಹಂಚಲು ರಾಜ್ಯ ಸರ್ಕಾರವು "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆ"ಯನ್ನು ಸರ್ಕಾರದ ಆದೇಶ ಸಂಖ್ಯೆ: ಲೋಇ 1206 ಐಎಫ್ಎ ದಿನಾಂಕ 17-02-2026 ರಲ್ಲಿ ಜಾರಿಗೆ ಬಂದಿರುತ್ತದೆ.. ಮಾನ್ಯ ಜಿಲ್ಲಾಧಿಕಾರಿಗಳು ಬೆಳಗಾವಿ ಇವರ ತಿದ್ದುಪಡಿ ಆದೇಶ ಸಂಖ್ಯೆ:ಕಂಶಾ/ಆಶ್ರಯ/ಸಿಆರ್-15/2019-20(ಇ-25555) ದಿನಾಂಕ: 17.04.2025 ರಡಿ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಗಾಯರಾಣ ರಿ ಸ ನಂ-10/ಅ ರಲ್ಲಿ 4 ಎಕರೆ ಜಮೀನನ್ನು ವ್ಯವಸ್ಥಾಪಕ ನಿರ್ದೇಶಕರು, ಕರ್ನಾಟಕ ಪರಿಶಿಷ್ಟ ಜಾತಿ ಮತ್ತು ಪರಿಶಿಷ್ಟ ಪಂಗಡದ ಅಲೆಮಾರಿ ನಿಗಮ ಬೆಂಗಳೂರುರವರಿಗೆ ಮಂಜೂರಾತಿ ನೀಡಿರುತ್ತಾರೆ.

ಸರ್ಕಾರದ ಪತ್ರ ಸಂಖ್ಯೆ: ಲೋಇ 02 ಐಎಫ್ಎ 2026 (ಇ-ಕಛೇರಿ)ದಿ:21.05.2026 ರಲ್ಲಿ ಸದರಿ ಯೋಜನೆಯ ಪ್ರತಿ ಎಕರೆಗೆ ರೂ. 40.00 ಲಕ್ಷಗಳ ಗರಿಷ್ಠ ಮಿತಿಯೊಳಗೆ ಅನುಷ್ಠಾನಗೊಳಿಸಲು ಅನುಮೋದನೆ ನೀಡಿರುತ್ತಾರೆ.ಅದರಂತೆ ಮಾನ್ಯ ಮುಖ್ಯಇಂಜಿನೀಯರರು, ಸಂಪರ್ಕ ಮತ್ತು ಕಟ್ಟಡ (ಉತ್ತರ) ಧಾರವಾಡ ರವರ ಅನುದಾನ ಮರು ಹಂಚಿಕೆ ಆದೇಶ ಸಂಖ್ಯೆ: ಸಿಇಎನ್/ಲೆಶಾ/ಎಬಿ- 2/ ಬುಬ ಅಂಬೇಡ್ಕರ್/ನಿರ್ಮಾಣ/2025-26/01628, ದಿನಾಂಕ: 03.06.2026 ಅನುದಾನ ಮರು ಹಂಚಿಕೆ ಆದೇಶ ಹೊರಡಿಸಿರುತ್ತಾರೆ ಹಾಗೂ ಕ್ರಿಯಾ ಯೋಜನೆ ಅನುಮೋದನೆ ಆದೇಶ ಸಂಖ್ಯೆ: ಮುಇಂ(ಉ) ತಾಂ.ಸ-5/ಸ.ಇಂ-9/ಕ್ರಿಯಾ/ಯೋ/ಬುಬಅನೀ/2026-27/01777, ದಿನಾಂಕ: 08.06.2026 ರಡಿ ಸದರಿ ಯೋಜನೆಯ ಕಾರ್ಯಕ್ರಮ ಪಟ್ಟಿಗೆ ಅನುಮೋದನೆ ನೀಡಿರುತ್ತಾರೆ. ವ್ಯವಸ್ಥಾಪಕ ನಿರ್ದೇಶಕರು, ಕರ್ನಾಟಕ ಪರಿಶಿಷ್ಟ ಜಾತಿ ಮತ್ತು ಪರಿಶಿಷ್ಟ ಪಂಗಡ ಅಲೆಮಾರಿ ಅಭಿವೃದ್ಧಿ ನಿಗಮ ಬೆಂಗಳೂರುರವರ ಪತ್ರಸಂಖ್ಯೆ: 183, ದಿನಾಂಕ: 07.06.2026 ರಡಿ ಕರ್ನಾಟಕ ಪರಿಶಿಷ್ಟ ಜಾತಿ ಮತ್ತು ಪರಿಶಿಷ್ಟ ಪಂಗಡದ ಅಲೆಮಾರಿ ನಿಗಮ ಬೆಂಗಳೂರುರವರು ಸದರಿ ರಿ.ಸ.ನಂ: 10/ಎದಲ್ಲಿಒಟ್ಟು 04 ಎಕರೆ ಜಮೀನನ್ನು ಪರಿಶಿಷ್ಟ ಜಾತಿ ಅಲೆಮಾರಿ ಸಮುದಾಯದ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಪುರಸಭೆ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ವಾಸಿಸುವ ಒಟ್ಟು 64 ಸುಡುಗಾಡು ಸಿದ್ದ ಜನಾಂಗದ ಫಲಾನುಭವಿಗಳಿಗೆ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ" ಯೋಜನೆ ಯಡಿ 30X 50 ಅಡಿಯ ನಿವೇಶನವನ್ನು ಹಂಚಿಕೆ ಮಾಡುವಂತೆ ಮಾನ್ಯ ಜಿಲ್ಲಾಧಿಕಾರಿಗಳು ಬೆಳಗಾವಿ ರವರಿಗೆ ಕೋರಿರುತ್ತಾರೆ. ಮಾನ್ಯ ಜಿಲ್ಲಾಧಿಕಾರಿಗಳು ಬೆಳಗಾವಿ ರವರ ಪತ್ರ ಸಂಖ್ಯೆ :ಕಂಶಾ /ಆಶ್ರಯ/ವಿವ-08/2025-26(ಇ-439098) ದಿನಾಂಕ: 16.06.2026 ರಡಿ ಸುಡುಗಾಡು ಸಿದ್ದ ಜನಾಂಗದ ಫಲಾನುಭವಿಗಳಿಗೆ "ಬುದ್ಧ ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ" ಯೋಜನೆ ಯಡಿ 30X50 ಅಡಿಯ ನಿವೇಶನವನ್ನು ಹಂಚಿಕೆ ಮಾಡುವಂತೆ ವ್ಯವಸ್ಥಾಪಕ ನಿರ್ದೇಶಕರು, ಕರ್ನಾಟಕ ಪರಿಶಿಷ್ಟ ಜಾತಿ ಮತ್ತು ಪರಿಶಿಷ್ಟ ಪಂಗಡಗಳ ಅಲೆಮಾರಿ ಅಭಿವೃದ್ಧಿ ನಿಗಮ, ರವರು ಕೋರಿರುವ ಕಾರಣ ನಿಯಮಾನುಸಾರ ಪರಿಶೀಲಿಸಿ ಸೂಕ್ತ ಕ್ರಮ ಕೈಗೊಳ್ಳಲು ಮುಖ್ಯ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಧಿಕಾರಿಗಳು, ಜಿಲ್ಲಾ ಪಂಚಾಯತ ಬೆಳಗಾವಿರವರಿಗೆ ಕೋರಿರುತ್ತಾರೆ. ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ¸ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ ಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡುಗಾಡು ಸಿದ್ದ ಜನಾಂಗದವರೆಗೆ "ಬುದ್ಧ, ಬಸವ ಅಂಬೇಡ್ಕರ್" ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ "ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವ(ಸವದತ್ತಿ ಪಟ್ಟಣದ ರ ಸ ನಂ-10/ಅ) ಕಾಮಗಾರಿಗೆ ದಿನಾಂಕ: 23.06.2026 ರಂದು ಜಿಲ್ಲಾಧಿಕಾರಿಗಳು, ಬೆಳಗಾವಿ ರವರ ಅಧ್ಯಕ್ಷತೆಯಲ್ಲಿ ಜರುಗಿದ "ಬುದ್ಧ, ಬಸವ ಅಂಬೇಡ್ಕರ್" ನಿವೇಶನ ರಹಿತರಿಗೆ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ ಅರ್ಹ , ಪರಿಶಿಷ್ಟ ಜಾತಿ & ಪರಿಶಿಷ್ಟ ಪಂಗಡದ ಕುಟುಂಬದವರಿಗೆ ವಸತಿ ಸೌಲಭ್ಯ, ಕಲ್ಪಿಸುವ ಸಭೆಯ ನಡುವಳಿಗಳಲ್ಲಿ ಸವದತ್ತಿ ಪಟ್ಟಣದ ರ ಸ ನಂ-10/ಅ, ಒಟ್ಟು 4 ಎಕರೆ ಜಮೀನನ್ನು ಪರಿಶಿಷ್ಟ ಜಾತಿ ಅಲೆಮಾರಿ ಸಮುದಾಯದ ಸವದತ್ತಿ ನಗರ ಸಭೆ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ವಾಸಿಸುವ ಒಟ್ಟು 64 ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದ ಫಲಾನಿಭವಿಗಳಗೆ 30*50 ಅಡಿಯ ಅಳತೆಯ ಲೇಔಟ್ ನಕ್ಷೆಯನ್ನು, ಸಹಾಯಕರ ನಿರ್ದೇಶಕರು, ನಗರ ಗ್ರಾಮಾಂತರ ಯೋಜನೆ ಇಲಾಖೆ ಬೆಳಗಾವಿ ಇವರಿಂದ ತಯಾರಿಸಿಕೊಂಡು ಅನುಮೋದನೆಯಾದ ನಕ್ಷೆಯಂತೆ ಅಭಿವೃದ್ಧಿ ಕಾಮಗಾರಿಯನ್ನು ಲೋಕೊಪಯೊಗಿ ಇಲಾಖೆಯಿಂದ ಕೈಗೊಳ್ಳಲು ನಿರ್ಣಯ ಕೈಗೊಳ್ಳಲಾಯಿತು. ಪೌರಾಯುಕ್ತರು ನಗರಸಭೆ ಯೋಜನಾ ಪ್ರಾಧಿಕಾರ ಸವದತ್ತಿ ಇವರು ಸ್ಥಳವನ್ನು ಗುರುತಿಸಿ ಸದರಿ ಸ್ಥಳದ ದಾಖಲಾತಿಗಳನ್ನು ಸಹಾಯಕರ ನಿರ್ದೇಶಕರು, ನಗರ ಗ್ರಾಮಾಂತರ ಯೋಜನೆ ಇಲಾಖೆ ಬೆಳಗಾವಿ ಇವರಿಗೆ ಲೇಔಟ್ ನಕ್ಷೆ ತಯಾರಿಸಲು ಹಸ್ತಾಂತರಿಸಿದ್ದು, ಸದರಿಯವರು ಲೇಔಟ್ ನಕ್ಷೆಯನ್ನು ನಿಯಮಾವಳಿಗಳ ಪ್ರಕಾರ ತಯಾರಿಸಿ 4 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ, 30x50 ಅಡಿಯಲ್ಲಿ ನಿವೇಶನಗಳನ್ನು ಅಭಿವೃದ್ಧಿ ಪಡಿಸಲು ಅನುಮೋದನೆ ನೀಡಿ ಬಡಾವಣೆಯನ್ನು ನಿರ್ಮಾಣ ಮಾಡಲು ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿಕೊಂಡು ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದೆ. ಪರಿಶಿಷ್ಟ ಜಾತಿ ಮತ್ತು ಪರಿಶಿಷ್ಟ ಪಂಗಡ ಸಮುದಾಯದ ಅಲೆಮಾರಿ ಮತ್ತುಅರೆ ಅಲೆಮಾರಿ ಸಮಾಜದ ನಿವೇಶನ ರಹಿತರಿಗೆ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ರಹಿತರಿಗೆ ನಿವೇಶನ ಹಂಚಿಕೆ" ಯೋಜನೆಯಡಿ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ ಲೇಔಟ್ ನಿರ್ಮಾಣ (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ) ಮಾಡಲು ಕಾರ್ಯದರ್ಶಿಗಳು ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಬೆಂಗಳೂರು ಇವರು ಅನುಮೋದನೆ ನೀಡಿರುತ್ತಾರೆ (ಲೋಇ 1206 ಇ.ಎಸ್.ಎ 2026 ದಿನಾಂಕ 17-02-2026). ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರವು ನಗರ ಪ್ರದೇಶದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುತ್ತಿದ್ದು ಸರ್ಕಾರದ ಮಾರ್ಗಸೂಚಿಗಳು: ಲೋಇ 1206 ಇ.ಎಸ್.ಎ 2026 ದಿನಾಂಕ 17-02-2026ರ ಪ್ರಕಾರ ನಿವೇಶವು 20*30 ಅಡಿ (ಒಟ್ಟು 600 ಚ.ಅಡಿ) ಯಾಗಿರುತ್ತದೆ. ದಿನಾಂಕ 14.05.2026 ರಂದು ಮಾನ್ಯ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆಯ ಸಚಿವರು ಇವರ ಅದ್ಯಕ್ಷತೆಯಲ್ಲಿ ವಿಕಾಸ ಸೌದ ಬೆಂಗಳೂರ ಇಲ್ಲಿ ಜರುಗಿದ ಸಭೆಯಲ್ಲಿ ಸದರಿ ಲೇಔಟ್ ಬಗ್ಗೆ ಚರ್ಚಿಸಲಾಗಿ ಮಾನ್ಯ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆಯ ಸಚಿವರು 30*30 ಅಡಿ (ಒಟ್ಟು 900 ಚ.ಅಡಿ)ನಿವೇಶನಗಳನ್ನು ನಿರ್ಮಾಣ ಮಾಡುವಂತೆ ತಿಳಿಸಿರುತ್ತಾರೆ ಆದ್ದರಿಂದ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆಯ ಸಚಿವರ ನಿರ್ದೇಶನದ ಮೇರಿಗೆ ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ.ಸ ನಂ-10/ಅರ ಪೈಕಿ 4ಎ. 00ಗುಂಟೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ ಸರ್ಕಾರದ ಮಾರ್ಗಸೂಚಿಗಳು: ಲೋಇ 1206 ಇ.ಎಸ್.ಎ 2026 ದಿನಾಂಕ 17-02-2026 ರಲ್ಲಿ 20*30 ಅಡಿ (ಒಟ್ಟು 600 ಚ.ಅಡಿ)ಗಳ ಬದಲಾಗಿ 30*30 ಅಡಿ (ಒಟ್ಟು 900 ಚ.ಅಡಿ) ಅಳತೆಯ ನಿವೇಶನಗಳನ್ನು ನಿರ್ಮಾಣ ಮಾಡಲಾಗಿದ್ದು ಯೋಜನಾ ಪ್ರದೇಶದ ವಿಸ್ತೀರ್ಣಕ್ಕೆ ಅನುಗುಣವಾಗಿ ಬಡಾವಣೆ ನಿರ್ಮಿಸಲು ನಿವೇಶನ, ರಸ್ತೆ, ಚರಂಡಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಪ್ರಾವಧಾನ ಮಾಡಲಾಗಿದೆ ಹಾಗೂ ಸದರಿ ಬಡಾವಣೆ ಸಂಪರ್ಕಿಸುವ ರಸ್ತೆ, ಒಳಚರಂಡಿ, ವಿದ್ಯುತ್ ಸಂಪರ್ಕ, ಕುಡಿಯುವ ನೀರಿನ ಸರಬರಾಜು, ಓವರ್ ಹೆಡ್ ಟ್ಯಾಂಕ್, ಬೀದಿ ದೀಪ ವ್ಯವಸ್ಥೆ ಮತ್ತು ಪಾರ್ಕ್ ಗಳಿಗೆ ತಂತಿ ಬೇಲಿ ಅಳವಡಿಸುವ ಕಾಮಗಾರಿಗೆ ಅನುದಾನದ ಕೊರತೆ ಇರುವುದರಿಂದ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಪ್ರಾವಧಾನ ಮಾಡಲಾಗಿರುವುದಿಲ್ಲ

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾದ ಅಂಶಗಳು

A Construction of Road

2 Construction of sub-grade and earthen shoulders

7 Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant

B Construction of Drain of size 0.3m x 0.45m & 0.45m X 0.45m

3 TMT Steel Fe-500

C Construction of RCC culverts

D Providing Distribution Pipe Line

E Construction of Main Entrance

G Electrical Works

ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಮೇಲ್ಕಾಣಿಸಿದ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ 2023-24ನೇ ಸಾಲಿನ (2026-27ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಬೆಂಗಳೂರು ವೃತ್ತದ ಏಕರೂಪ ದರಪಟ್ಟಿಯನ್ವಯ ರೂ. 160.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ. ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಗೆ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿ ನೀಡಲು ಗೌರವಪೂರ್ವಕವಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.

Assistant Executive Engineer

PWD Sub-Division, Savadatti

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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)

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ) Bekkenkeri Gojaga Belgavi Belgavi 1837.02

ABSTRACT OF ESTIMATES

Sl No Name of Estimate Amount 0.63 1390.5

2 Filling to existing Quarry with excavated Stuff & murrum 1191234.65 1191235.21 -0.56 1191235.21 0.56

4 Construction of RCC culverts for Main Road-1 nos( 12.0 Mtrs Width) 92054.46 91661.86 392.60 96 91661.86 -392.60

5 Construction of RCC culverts for within Layout Roads - 8 nos( 9.0 Mtrs Width) 552331.78 592005.13 -39673.35 552443.74 111.96

6 Providing Chain Link fencing for park/Gaurden Area 0.00

6 Providing Distribution Pipe Line Within lay out 1035806.00 1144685.53 108879.53

8 Construction of Main Entrance 144669.42 152326.91 -7657.49 144258.15 -411.27

9 Electrical Works 2075955.49 2075955.11 -0.38

Hescom deposit and Supervision Charges 171200.00 171200.00 171200.00 0.00

LS for Preparation of Contour Map by Total Station Survey and Preparation of Layout Plan as per site 100000.00 100000.00 948885.26 100000.00 0.00

Miscellaneous and rounding off 39887.92 39926.16 3127.62 -36760.31

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Savadatti PWD Division, Belagavi 13699301.73

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ) Length to from 80

Construction Of Road

Road Length (m) Length (km) Width of Road (m) 0.627 45

Main Road- 12m Wide R1 150 0.1500 12.00 #REF!

Total Length 261 0.261

Inner Road- 9m Wide R3 111 0.1110 9.00 #REF!

Total length in mtrs 366 0.366 627.00 874.00

Total Road length in mtrs 627.00 Mtrs

Sl No Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount

1 Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps ofsuch trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto lead of 1000m including removal and disposal of top organic siol not exceeding 150mm in thickness as per technical specification clause 201. 111

Layout Area 4 Acre Land M 2 16187.20

Deduct 40 for voids 7194.88

2 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 inembankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

50% of length Rmt 0.00

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

Total 0.00 #REF! #REF! #REF!

4 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth

Road cutting qty. vide statement enclosed. M 3 0.00 269

M 3 Total 0.00 #REF! #REF! #REF! #REF!

2 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work

#REF! Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.

70% of only road cutting M 3 0.00 0.00 0.00 4150 0.4 3320

3 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications

80% of Drain cutting M 3 116.83

4 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not xceeding 20cm in depth, consolidating each d 124.95

Quantity required for Quarry filling M 3 Separate statement sheet Attached 3230.83

Deduct Sl No 4 Quantity M 3 887.95 0.00 #DIV/0! 4150 0.4 3320

5 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 PWD SR 2023-24 Vol 3 Item No 3.6 ( Page No 17 ) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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

Formation width

6 Granular Sub-base - Grading III Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve

Formation width

7 WBM Grading Grading-I (63 mm to 45 mm) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Mechanical means)Using Screening Crushable type such as Moorum or Gravel 0.270

8 WBM Grading-II (53 mm to 22.4 mm) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Mechanical means) Using Screening Type B (11.2mm agg)

9 Prime Coat over 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 0.90 kg per m2 using mechanical means.

10 Providing and applying tack coat with RS I Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared Granular surface.

11 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. 0

12 Boundary pillar / guard Stone:Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting

Total Each . Total 126.00 754.99 95128.74 #DIV/0!

13 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

Painting Two Coats on New Concrete Surfaces M 2 126 1.00 0.600 75.60 7.500 0.425 0.6375 1.275 8.775

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

Information Board No 1 1.00 7.500 0.425 0.6375 1.275 8.775

Total No Total 1.00 9270.00 9270.00 #DIV/0!

Total Amount Rs 5258535.18 (

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Savadatti Division, Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Construction of RCC Drain 0.45m X 0.45m =150m(R1-One Side) & 0.30X0.45m=786m(R2-R6 Both Side Drain,R7-R8 =75m One Side Drain

Total Length 1104.0 M

Details of CC DRAIN Additional data

Existing drain Length 0.0 m Cover Slab YES

Length of Drain = 477.0 Length = 238.50 m 1104 874.0

Vent width = 0.60 m Depth = 0.15 m

Vent Depth = 0.60 m Main Steel = 10 mm @ 150 c/c

Raft Thickness 0.100 m Dist Steel = 8 mm @ 150 c/c

Wall Thickness 0.100 m Pedestal for Electric Pole NO

Thickness of Sand and boulders 0.00 m No = 0

Main Steel 10 mm @ 200 c/c Length = 1.40 m Wall thickness 0.20 m

Dist Steel 8 mm @ 200 c/c Main Steel = 12 mm @ 200 c/c

Dist Steel = 10 mm @ 200 c/c

Sl. No Description of Item Unit No L B D Qty Rate Amount 447

1 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 ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20

UNI SR 2023-24 Volume 3 Item No 2.8(ii)A ( Page No 10 )

Drain Walls cum 2 0.00 0.10 0.60 0.00

Drain Vent Portion 1 0.00 0.60 0.10 0.00

1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m 790

UNI SR2023-24 Volume 1 Item No 1.14.1 ( Page No 8 )

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 ordinary/soft rock without blasting upto 1.5 m depth 1230

UNI SR2023-24 Volume 1 Item No 2.1.3 ( Page No 15 )

3 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

UNI SR2023-24 Volume 1 Item No 2.1.3 ( Page No 15 ) 0

4 Steel Fabrication 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

UNI SR 2023-24 Volume 1 Item No 2.11 h ( Page No 18 )

Drain 0.30m X 0.45m 1.9

Main Steel - 10 mm dia 2 0 478.90 0.000 kg/m 0.00

Dist Steel - 8 mm dia 2 0 1.40 0.890 kg/m 0.00

For Padastal Cover Slab

Main Steel - 10 mm dia 2 0 477.20 0.000 kg/m 0.00

Dist Steel - 8 mm dia 2 0 0.00 0.890 kg/m 0.00

Drain 0.45m X 0.45m 1.9

5 Providing and laying in position 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 necessary, 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 11

UNI SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 15 )

Drain 0.30m X 0.45m

Deduct qty of pedastal in Wall -2 0 1.40 0.150 0.60 0.00 0.00

Padastal Cover Slab cum 0 1.40 0.75 0.20 0.00 0.00

Drain 0.45m X 0.45m

Deduct qty of pedastal in Wall -2 0 1.40 0.150 0.60 0.00 0.00

6 formwork for cc drain @ 35 %

UNI SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 15 )

Padastal Cover Slab cum 0 1.40 0.75 0.20 0.00 0.00

Qty sama as Item Sl No 05 164.00 2242.67 367,798.00

Total Rs 2,917,352.00

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Savadatti Division,Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Construction of RCC culverts 0.45 x 0.60 M For 12.0 m road

Details of CC DRAIN Additional data

Existing drain Length 0.0 m Cover Slab YES

Length of Drain = 12.0 Length = 12.00 m

Vent width = 0.45 m Depth = 0.20 m

Vent Depth = 0.60 m Main Steel = 12 mm @ 150 c/c

Raft Thickness 0.200 m Dist Steel = 8 mm @ 150 c/c

Wall Thickness 0.200 m Pedestal for Electric Pole NO

Thickness of Sand and boulders 0.00 m No = 0

Main Steel 10 mm @ 150 c/c Length = 1.40 m Wall thickness 0.20 m

Dist Steel 8 mm @ 150 c/c Main Steel = 12 mm @ 200 c/c

Dist Steel = 10 mm @ 200 c/c

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

1 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 ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20

UNI SR 2023-24 Volume 3 Item No 2.8(ii)A ( Page No 10 )

Drain Walls cum 2 0.00 0.10 0.60 0.00

Drain Vent Portion 1 0.00 0.60 0.10 0.00

1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m

UNI SR2023-24 Volume 1 Item No 1.14.1 ( Page No 8 )

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 ordinary/soft rock without blasting upto 1.5 m depth

UNI SR2023-24 Volume 1 Item No 2.1.3 ( Page No 15 )

Drain Portion M3 1 12.0 m 1.250 0.20 3.00

3 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

UNI SR2023-24 Volume 1 Item No 2.1.3 ( Page No 15 )

Drain Portion M3 1 12.00 1.050 0.10 1.26

4 Steel Fabrication 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

UNI SR 2023-24 Volume 1 Item No 2.11 h ( Page No 18 )

Dist Steel - 8 mm dia 2 10 12.00 0.395 kg/m 94.80 94.8

For Cover Slab 12.25

Dist Steel - 8 mm dia 0 2 5 12.00 0.395 kg/m 47.40

Main Steel - 10 mm dia 2 0 13.70 0.000 kg/m 0.00

Dist Steel - 8 mm dia 2 0 1.40 0.890 kg/m 0.00

For Padastal Cover Slab

Main Steel - 10 mm dia 2 0 12.40 0.000 kg/m 0.00

Dist Steel - 8 mm dia 2 0 0.00 0.890 kg/m 0.00

Tonne For 1 Culvert 0.385 82419.57 31,712.00 60

5 Providing and laying in position 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 necessary, 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

UNI SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 15 )

Deduct qty of pedastal in Wall -2 0 1.40 0.150 0.60 0.00 0.00

Padastal Cover Slab cum 0 1.40 0.75 0.20 0.00 0.00

6 formwork @ 35 %

Total Rs 92,054.46

Assistant Executive Engineer Executive Engineer

Sub-Division, Savadatti Division,Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Construction of RCC Culvert 0.45 x 0.60 M For 9.0 m road

Details of CC DRAIN Additional data

Existing drain Length 0.0 m Cover Slab YES

Length of Drain = 9.0 Length = 9.00 m

Vent width = 0.45 m Depth = 0.20 m

Vent Depth = 0.60 m Main Steel = 12 mm @ 150 c/c

Raft Thickness 0.200 m Dist Steel = 8 mm @ 150 c/c

Wall Thickness 0.200 m Pedestal for Electric Pole NO

Thickness of Sand and boulders 0.00 m No = 0

Main Steel 10 mm @ 150 c/c Length = 1.40 m Wall thickness 0.20 m

Dist Steel 8 mm @ 150 c/c Main Steel = 12 mm @ 200 c/c

Dist Steel = 10 mm @ 200 c/c

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

1 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 ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20

UNI SR 2023-24 Volume 3 Item No 2.8(ii)A ( Page No 10 )

Drain Walls cum 2 0.00 0.10 0.60 0.00

Drain Vent Portion 1 0.00 0.60 0.10 0.00

1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m

UNI SR 2024-25 Volume 1 Item No 1.14.1 ( Page No 8 )

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 ordinary/soft rock without blasting upto 1.5 m depth

UNI SR 2024-25 Volume 1 Item No 2.1.3 ( Page No 15 )

Drain Portion M3 8 9.0 m 1.250 0.20 18.00

3 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

UNI SR 2024-25 Volume 1 Item No 2.1.3 ( Page No 15 )

Drain Portion M3 8 9.00 1.050 0.10 7.56

4 Steel Fabrication 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

UNI SR 2023-24 Volume 1 Item No 2.11 h ( Page No 18 )

Main Steel - 10 mm dia 2 45 2.05 0.617 kg/m 113.84

Dist Steel - 8 mm dia 2 10 9.00 0.395 kg/m 71.10

Main Steel - 12 mm dia 2 45 0.85 0.890 kg/m 68.09

Dist Steel - 8 mm dia 2 5 9.00 0.395 kg/m 35.55

Main Steel - 10 mm dia 2 0 10.70 0.000 kg/m 0.00

Dist Steel - 8 mm dia 2 0 1.40 0.890 kg/m 0.00

For Padastal Cover Slab

Main Steel - 10 mm dia 2 0 9.40 0.000 kg/m 0.00

Dist Steel - 8 mm dia 2 0 0.00 0.890 kg/m 0.00

Tonne For 8 Culvert 2.309 82419.57 190,277.00

5 Providing and laying in position 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 necessary, 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

UNI SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 15 )

Deduct qty of pedastal in Wall -2 0 1.40 0.150 0.60 0.00 0.00

Padastal Cover Slab cum 0 1.40 0.75 0.20 0.00 0.00

6 formwork @ 35 %

Total Rs 552,331.78

Assistant Executive Engineer Executive Engineer

Sub-Division, Savadatti Division,Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Distribution pipe line for water suplly

Sl. No Description Unit Nos length (m) Width (m) Depth (m) Qty Rate in Rs Amount in Rs

1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, cluding setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m

HDPE GRADE PE-100 PN 8.0 75 mm Dia. Cum 1 1100.00 0.60 0.45 297.00 550

Total quantity Cum 297.00 645

0 to 1.5m depth

a All kinds of soils. Depth upto 1.50 m 80% Cum 237.60 269.86 64118.00

b Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m 20% Cum 59.40 467.62 27776.00 716

2 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. FALSE

2.1 Cost of Specials/Fittings such as Bends, Tees, Reducers, multistage, single stage,couplers, end caps etc @ 10 % of pipe cost 38234.00

3 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.

4 Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe (PE80)-PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm/GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. "A" class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making "U" shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS / Brass ferrule of size 1/2" x 3/4" and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator, water tight cap with O'ring, long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, as per diagram, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well an brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters: (for minimum length of 2m) etc. complete

Upto 2.0 m length No.s 64 64 6743.41 431578.00

5 Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms thickness including disposing off the surplus earth with all lead and lift.

Qty as per It. No.(1) Cum 1 297.00 164.80 48946.00

Assistant Executive Engineer, Executive Engineer,

PWD SUBDIVISION PWD DIVISION

Savadatti Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

RATE ANALYSIS UNI SR Rates 2023-2024(Conti for 2026-27) (Road)

Sl No Item Code Volume Page No Item Descreption Unit Basic Rate Area Weighage Final Rate (INR)

1 2.5 (ii)a Vol 3 9 Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle 100 M 2 393.00 11.79 404.79

2 1.13 Vol 1 8 Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work M 3 362.00 10.86 372.86

3 1.10 Vol 1 7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications M 3 160.00 4.80 164.80

4 1.11 Vol 1 7 Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not xceeding 20cm in depth, consolidating each d M 3 433.00 12.99 445.99

5 3.6 Vol 3 17 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 PWD SR 2023-24Vol 3 Item No 3.6 ( Page No 17 ) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 M 3 493.00 14.79 507.79

6 16.10 Vol 3 145 Granular Sub-base - Grading III Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve M 3 1427.00 42.81 1469.81

7 4.14 (i ) a Vol 3 26 WBM Grading Grading-I (63 mm to 45 mm) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Mechanical means)Using Screening Crushable type such as Moorum or Gravel M 3 2164.00 64.92 2228.92

8 4.14B (ii ) b Vol 3 26 WBM Grading-II (53 mm to 22.4 mm) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Mechanical means) Using Screening Type B (11.2mm agg) M 3 2406.00 72.18 2478.18

9 5.1 A (i) Vol 3 31 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 0.90 kg per m2 using mechanical means. M 2 63.00 1.89 64.89

10 5.3 Vol 3 31 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- including cost of all materials, labor ,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 2 18.00 0.54 18.54

11 5.31 Vol 3 43 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. M 3 14785.00 443.55 15228.55

12 8.18 Vol 3 67 Boundary pillar / guard Stone:Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 733.00 21.99 754.99 105.06

13 8.10 Vol 3 66 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 M 2 109 3.27 112.27

14 8.54 Vol 3 78 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 No 9000 270.00 9270

For RCC Drain 373.89

1 1.14.1 Vol 1 8 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m M 3 102 3.06 105.06

2 1.15.1 Vol 1 8 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 ordinary/soft rock without blasting upto 1.5 m depth M 3 363 10.89 373.89

3 2.1.3 Vol 1 15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates M 3 5918.00 177.54 6095.54

4 2.11 h Vol 1 18 Steel Fabrication 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 80019 2400.57 82419.57 6095.54

5 2.4.2 Vol 1 15 Providing and laying in position 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 necessary, 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 M 3 6221 186.63 6407.63

Construction of RCC Culvert 0.45 x 0.45 M For 12.0 m road

1 1.14.1 Vol 1 8 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m M 3 102 3.06 105.06

2 1.15.1 Vol 1 8 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 ordinary/soft rock without blasting upto 1.5 m depth M 3 363 10.89 373.89

3 2.1.3 Vol 1 15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates M 3 5918 177.54 6095.54

4 2.11 h Vol 1 18 Steel Fabrication 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 80019 2400.57 82419.57 6095.54

5 2.4.2 Vol 1 15 Providing and laying in position 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 necessary, 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 M 3 6221 186.63 6407.63

Construction of RCC Culvert 0.30 x 0.45 M For 9.0m road

1 1.14.1 Vol 1 8 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m M 3 102 3.06 105.06

2 1.15.1 Vol 1 8 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 ordinary/soft rock without blasting upto 1.5 m depth M 3 363 10.89 373.89

3 2.1.3 Vol 1 15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates M 3 5918 177.54 6095.54

4 2.11 h Vol 1 18 Steel Fabrication 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 80019 2400.57 82419.57 6095.54

5 2.4.2 Vol 1 15 Providing and laying in position 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 necessary, 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 M 3 6221 186.63 6407.63

Providing Distribution Pipe Line Within lay out

1 1.17.1 Vol 1 10 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, cluding setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m M 3 262 7.86 269.86

2 1.19.1 Vol 1 10 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m M 3 454 13.62 467.62

3 9.11.2 Vol 5 102 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his HDPE Grade PE100-PN8.0,75mm dia m 245 7.35 252.35

4 9.11.4 Vol 5 102 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his HDPE Grade PE100-PN8.0,110mm dia m 471 14.13 485.13

5 2.24.2 Vol 5 23 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. Each 10393 311.79 10704.79 6095.54

6 2.21.2 Vol 5 22 Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe (PE80)-PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm/GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. "A" class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making "U" shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS / Brass ferrule of size 1/2" x 3/4" and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator, water tight cap with O'ring, long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, as per diagram, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well an brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters: (for minimum length of 2m) etc. complete Each 6547 196.41 6743.41

7 1.10 Vol 1 7 Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms thickness including disposing off the surplus earth with all lead and lift. M 3 160 4.8 164.8

Assistant Executive Engineer Executive Engineer

Sub-Division, Savadatti Division, Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Fencing Length =165.60+90.00+107.50+112.00=766.02 m Deduct=20.00 m for Gate Portion = 766.02-20.00= 746.02 m =746.02/3.00=157 Nos =Diagonal Supprot=10 Nos = Extra for Deep @ George quarry Portion=28 Nos = Say 195 Nos 162.85 99.92 766.02

CHAIN LINK FENCING FOR PARK

Gate portion 3m each (1 gates) 3.00

Fencing length 165.52

No of Fencing poles @ 3m c/c 57.0

Diagonal supports 0.0

Sl. no. Description Unit Measurement Qty Rate Amoount 13.59 65.03

No. Length Breadth Depth 80.17

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 75.83 268.63

Fencing pole Pit

Gate Column Footing

Below Plinth Beam 1 3.00 0.60 0.75 1.35 918

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 ordinary/soft rock without blasting upto 1.5 m depth

Fencing pole Pit

Gate Column Footing

Fencing Corner Column Footing

UCR Massanory 1 5.00 0.60 0.00 0.00 918

2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates

Gate Column Footing

Below Plinth Beam 1 3.00 0.60 0.075 0.14 918

3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Gate Column Footing

4 Formwark for Footings @ 8%

5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Gate Plith Beam

6 Formwark for Columns @ 70%

7 Formwark for plinth beams @ 50%

Gate Plith Beam

8 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.(h) all other types of structures

Gate Column Footing

Stirups 8 mm Dia 150mm C/C 2 2.00 0.90 0.39 1.40 918

Stirups 8 mm Dia 150mm C/C 1 20.00 0.90 0.39 7.02 918

9 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

Below Plinth Beam 1 3.00 0.45 0.60 0.81 918

12 Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete.

RCC precast fencing pol for 470.10/2.5 C/C 157 157

RCC precast fencing pol for Diagonal Supprot 10 10

Deep @ George quarry Portion 20 20

Total Each 0.00 1139.25 0.00

10 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm lengt and drilling holes upto 10 mm dia. etc. complete.

Angle iron poles (60X60X6) @ 5.4 kg/m

For Horizontal 2 165.52 331.04

11 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade)

12 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge

Angle iron poles (60X60X6) 32 0.252 2.50 20.16

Grand Total 678508.74

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Savadatti PWD Division, Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

* RATE ANALYSIS *

Rates Based on S.R. of 2023-24

Tender I.No Description of work Unit CSR I.No Page No. Basic Rate Area Weightage 3 % Final Rate

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 ordinary/soft rock without blasting upto 1.5 m depth m3 Vol - 1, 1.15.1 8 363.00 10.89 373.89

2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates m3 Vol -1, 2.1.6 15 6166.00 184.98 6350.98

3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 Vol -1, 2.5.2 15 6734.00 202.02 6936.02

4 Formwark for Footings @ 8% m3 Vol -1, 2.5.2 115 538.72 16.16 554.88

5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 Vol -1, 2.5.2 17 6734.00 202.02 6936.02

6 Formwark for Columns @ 70% m3 Vol -1, 2.5.2 115 4713.80 141.41 4855.21

7 Formwark for plinth beams @ 50% m3 Vol -1, 2.5.2 115 3367.00 101.01 3468.01

8 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.(h) all other types of structures m3 Vol -1, 2.11.h 18 80019.00 2400.57 82419.57

9 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) m3 Vol -2, 5.3 9 6181.00 185.43 6366.43

10 Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and 6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in all types of soil, fixing in plain cement concrete M15 using 20 mm downsize aggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete. Each Vol - 2, 11.62 96 1085 32.55 1117.55

10 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm lengt and drilling holes upto 10 mm dia. etc. complete. kG Vol - 2, 11.57.2 95 113 3.39 116.39

11 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade) m2 Vol - 2, 11.59 95 841.00 25.23 866.23

12 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge m2 Vol - 2, 8.33.3 47 139 4.17 143.17

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Savadatti PWD Division, Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Fencing Length =165.60+90.00+107.50+112.00=766.02 m Deduct=20.00 m for Gate Portion = 766.02-20.00= 746.02 m =746.02/3.00=157 Nos =Diagonal Supprot=10 Nos = Extra for Deep @ George quarry Portion=28 Nos = Say 195 Nos 162.85 99.92 766.02

Construction of Main Entrance

Sl. no. Description Unit Measurement Qty Rate Amoount 13.59 65.03

No. Length Breadth Depth 80.17

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 75.83 268.63

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 ordinary/soft rock without blasting upto 1.5 m depth

Fencing pole Pit

Gate Column Footing

Fencing Corner Column Footing

UCR Massanory 1 5.00 0.60 0.00 0.00 918

2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates

3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Gate Column Footing

4 Formwark for Footings @ 8%

5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Gate Plith Beam

6 Formwark for Columns @ 70%

7 Formwark for plinth beams @ 50%

Gate Plith Beam

8 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.(h) all other types of structures

Gate Column Footing

Dist Bar 10mm Dia 150m C/C 2 7 0.95 0.62 8.25 918

Gate Column (030.x0.45)

intermediate 12dia 2 nos 2 2 6.75 0.89 24.03

Stirups 8 mm Dia 150mm C/C 2 45 1.35 0.39 47.39 918

Plinth beam .23.x.45)

Middle bars 1 2 12.10 0.89 21.54

Stirups 8 mm Dia 150mm C/C 1 80 1.25 0.39 39.00 918

Tai beam(0.230x0.75)

Main Bar 20mm Dia 6 no top and bottom 1 6 12.20 2.47 180.80 81.33333333 918

Additional end bars - 20mm dia 2 2 3.00 2.47 29.64

Midle Bar 16Dia 1 4 12.20 1.52 74.18

Stirups 8 mm Dia 150mm C/C 1 86 1.85 0.39 62.05 918

Facia main Bar 10 Dia 150 C/C 1 82 1.20 0.62 61.01

Distribution - 8mm dia 150c/c 1 9 12.20 0.39 42.82

9 Painting on concrete surface 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. PWD SR 2024-25Vol 3 Item No 13.14 ( Page No 123)

10 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman 2.7125 Z 10.85 10.85

per cm height per letter 1 25 1 250 6250.00 0.93 5793.75

Grand Total 144669.42

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Savadatti PWD Division, Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

* RATE ANALYSIS *

Rates Based on S.R. of 2023-24

Tender I.No Description of work Unit CSR I.No Page No. Basic Rate Area Weightage 3 % Final Rate

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 m3 Vol - 1, 1.15.1 8 363.00 10.89 373.89

2 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates m3 Vol -1, 2.1.6 15 6166.00 184.98 6350.98

3 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 Vol -1, 2.5.2 15 6734.00 202.02 6936.02 Formwark for Footings @ 8%

4 Formwark for Footings @ 8% m3 Vol -1, 2.5.2 115 538.72 16.16 554.88 0

5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.5.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 Vol -1, 2.5.2 17 6734.00 202.02 6936.02

6 Formwark for Columns @ 70% m3 Vol -1, 2.5.2 115 4713.80 141.41 4855.21

7 Formwark for plinth beams @ 50% m3 Vol -1, 2.5.2 115 3367.00 101.01 3468.01 Formwark for plinth beams @ 50%

8 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.(h) all other types of structures m3 Vol -1, 2.11h 18 80019.00 2400.57 82419.57

9 Painting on concrete surface 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. PWD SR 2024-25Vol 3 Item No 13.14 ( Page No 123) m2 Volume 3 13.14 123 84 2.52 86.52

10 Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman per cm height per letter Volume 3 8.4 63 0.9 0.03 0.93

Assistant Executive Engineer Executive Engineer

PWD Sub-Division, Savadatti PWD Division, Belagavi

Name of Work: ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Sl No. Vol Item code Particulars Unit Qty Rate Overhead Charges @ 10% Contractors Profit @ 10% Total Rate Total Amount

PART-A: Material Charges

2 6 CDS-1 SL NO-2 PSCC Pole - 9 Mtr Long, 200 Kg WL Nos 28 3812 381.20 381.20 4574.40 128083.20

6 CDS-28 SL NO-9 Concreting materials for 9 Mtr RCC Square Pole 0.00 0.00 0.00 0.00

6 6 CDS-28 SL NO-9(c ) Coping 1:2:4 (as per actuals) Each 69 189.00 18.90 18.90 226.80 15649.20

7 6 CDS-1 SL NO-3 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL Set 15 521 52.10 52.10 625.20 9378.00

8 6 CDS-1 SL NO-4 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for PSCC Pole - 9 Mtr Long, 200 Kg WL Set 15 518 51.80 51.80 621.60 9324.00

9 6 CDS-1 SL NO-5 DP Structure with RCC Pole - 9 Mtr Long, 145 Kg WL Set 1 18016 1801.60 1801.60 21619.20 21619.20

10 6 CDS-1 SL NO-6 11 kV, 5 KN Polymeric Pin Insulator (24 mm Dia FRP Rod) Nos 66 196 19.60 19.60 235.20 15523.20

11 6 CDS-1 SL NO-7 11 kV, 45 KN Polymeric Insulator Nos 36 178 17.80 17.80 213.60 7689.60

12 6 CDS-1 SL NO-8 Guy Set Complete with No. 15 Strain Insulator Set 12 965 96.50 96.50 1158.00 13896.00

13 6 CDS-1 SL NO-9 Rabbit ACSR Conductor kms 1.19 65209 6520.90 6520.90 78250.80 93118.45

14 6 CDS-1 SL NO-10 PG Clamps for Rabbit Conductor Nos 24 103 10.30 10.30 123.60 2966.40

15 6 CDS-1 SL NO-11 Spiral Earth Electrode Nos 69 199 19.90 19.90 238.80 16477.20

16 6 CDS-1 SL NO-13 Guy concreting with Boulders, Mud and Sand Nos 12 151 15.10 15.10 181.20 2174.40

17 6 CDS-5 SL NO-5 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL Set 15 342 34.20 34.20 410.40 6156.00

18 6 CDS-5 SL NO-6 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for PSCC Pole - 9 Mtr Long, 200 Kg WL Set 33 339 33.90 33.90 406.80 13424.40

19 6 CDS-10 SL NO-5 LT 2 Pin Cross Arm with clamps, bolts, nuts for RCC Pole - 9 Mtr Long, 145 Kg WL Set 88 215 21.50 21.50 258.00 22704.00

20 6 CDS-10 SL NO-7 1.1 kV Pin Insulator with GI Pin Nos 240 55 5.50 5.50 66.00 15840.00

21 6 CDS-10 SL NO-8 No. 8 Strain Insulator Nos 80 22 2.20 2.20 26.40 2112.00

22 6 CDS-10 SL NO-11 Weasel ACSR Conductor kms 2.735 39357 3935.70 3935.70 47228.40 129169.67

6 CDS-6 SL NO-16 Guarding between HT & LT Line 0.00 0.00 0.00 0.00

23 6 a Guarding Material (Rs. 78/Mtr) Span 4 3120 312.00 312.00 3744.00 14976.00

24 6 b 4 Pin Cross Arm with clamps, bolts, nuts and washers for guarding Set 8 339 33.90 33.90 406.80 3254.40

25 6 CDS-26 SL NO-1 DP Transformer Structure using RCC Pole - 9 Mtr Long, 145 Kg WL Nos 2 26558.00 2655.80 2655.80 31869.60 63739.20

26 6 CDS-26 SL NO-6 11kV/433V, 100 kVA, 3 Phase, 50 Cys Distribution Transformer BEE - 5 Star Rated with Oil Nos 2 206975.00 20697.50 20697.50 248370.00 496740.00

27 6 CDS-26 SL NO-7 Earthing materials pipe type for grounding (Single Electrode with accessories) Set 6 1482.00 148.20 148.20 1778.40 10670.40

28 6 CDS-26 SL NO-8 Caution/Danger Board Nos 2 131.00 13.10 13.10 157.20 314.40

29 6 CDS-26 SL NO-9 Anti Climbing Device (12 Mtr GI Barbed Wire) Each 4 74.00 7.40 7.40 88.80 355.20

32 6 CDS-26 SL NO-13 11 kV Lightning Arrester, Metal Oxide 10 kV, 5 kA, Polymetic type with ground disconnector Set/3Nos 2 5205.00 520.50 520.50 6246.00 12492.00

6 CDS-26 SL NO-14c LT Wiring (From DTC to LT Line Through Metering Box & LT Protection Kit) DOUBLE CIRCUIT 0.00 0.00 0.00 0.00

34 6 CDS-26 SL NO-14c(ii) ii) Heavy Duty Long Barrel Copper Lug - 120 Sqmm Nos 48 167.00 16.70 16.70 200.40 9619.20

35 6 CDS-26 SL NO-14c(iii) iii) PG Clamp - Rabbit to 120 Sqmm Nos 16 239.00 23.90 23.90 286.80 4588.80

36 6 CDS-26 SL NO-14c(iv) iv) Spacer for DTC Wiring Nos 32 35.00 3.50 3.50 42.00 1344.00

37 6 CDS-26 SL NO-14c(v) v) Fish Plate with necessary Clamps, bolts & nuts etc complete (Galvanised) Nos 8 220.00 22.00 22.00 264.00 2112.00

38 6 CDS-26 SL NO-14d LT Metering box with CTs and necessary wiring for housing ETV Meter Nos 2 4991.00 499.10 499.10 5989.20 11978.40

39 6 CDS-26 SL NO-14e LT Electronic Tri-Vector Meter 5 Amps, -0.5/1.0 Accuracy Class Nos 2 2036.00 203.60 203.60 2443.20 4886.40

40 6 CDS-26 SL NO-15 11 kV, Solid Core Type HG Fuse Unit Set/3Nos 2 957.00 95.70 95.70 1148.40 2296.80

41 6 CDS-26 SL NO-16 11 kV, 200 Amps, Single Break GOS Set 2 9133.00 913.30 913.30 10959.60 21919.20

42 6 CDS-26 SL NO-14(b) LT Distribution box for 100 kVA with MCB Nos 2 22462.00 2246.20 2246.20 26954.40 53908.80

Total Cost (In Rs.) 1748418.61

PART-B: Labour Charges

44 6 CDS-1 SL NO-2 PSCC Pole - 9 Mtr Long, 200 Kg WL Nos 28 1552 155.20 155.20 1862.40 52147.20

6 CDS-28 SL NO-9 Concreting materials for 9 Mtr RCC Square Pole 0.00 0.00 0.00 0.00

46 6 CDS-28 SL NO-9(a) Base concreting 1:2:4, 650x650x150 mm Each 69 96.00 9.60 9.60 115.20 7948.80

48 6 CDS-28 SL NO-9(c ) Coping 1:2:4 (as per actuals) Each 69 80.00 8.00 8.00 96.00 6624.00

49 6 CDS-1 SL NO-3 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL Set 15 228 22.80 22.80 273.60 4104.00

50 6 CDS-1 SL NO-4 11 kV, Horizontal Cross Arm with clamps, HTST supports, bolts, nuts and washers for PSCC Pole - 9 Mtr Long, 200 Kg WL Set 15 228 22.80 22.80 273.60 4104.00

51 6 CDS-1 SL NO-5 DP Structure with RCC Pole - 9 Mtr Long, 145 Kg WL Set 1 4804 480.40 480.40 5764.80 5764.80

52 6 CDS-1 SL NO-8 Guy Set Complete with No. 15 Strain Insulator Set 12 529 52.90 52.90 634.80 7617.60

53 6 CDS-1 SL NO-9 Rabbit ACSR Conductor kms 1.19 3885 388.50 388.50 4662.00 5547.78

54 6 CDS-1 SL NO-11 Spiral Earth Electrode Nos 69 83 8.30 8.30 99.60 6872.40

55 6 CDS-1 SL NO-13 Guy concreting with Boulders, Mud and Sand Nos 12 64 6.40 6.40 76.80 921.60

56 6 CDS-5 SL NO-5 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 9 Mtr Long, 145 Kg WL Set 15 143 14.30 14.30 171.60 2574.00

57 6 CDS-5 SL NO-6 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for PSCC Pole - 9 Mtr Long, 200 Kg WL Set 33 143 14.30 14.30 171.60 5662.80

58 6 CDS-10 SL NO-5 LT 2 Pin Cross Arm with clamps, bolts, nuts for RCC Pole - 9 Mtr Long, 145 Kg WL Set 88 143 14.30 14.30 171.60 15100.80

59 6 CDS-10 SL NO-11 Weasel ACSR Conductor kms 2.735 2833 283.30 283.30 3399.60 9297.91

6 CDS-6 SL NO-16 Guarding between HT & LT Line 0.00 0.00 0.00 0.00

60 6 a Guarding Material (Rs. 78/Mtr) Span 4 921 92.10 92.10 1105.20 4420.80

61 6 b 4 Pin Cross Arm with clamps, bolts, nuts and washers for guarding Set 8 143 14.30 14.30 171.60 1372.80

62 6 CDS-26 SL NO-1 DP Transformer Structure using RCC Pole - 9 Mtr Long, 145 Kg WL Nos 2 6221.00 622.10 622.10 7465.20 14930.40

63 6 CDS-26 SL NO-6 11kV/433V, 100 kVA, 3 Phase, 50 Cys Distribution Transformer BEE - 5 Star Rated with Oil Nos 2 1416.00 141.60 141.60 1699.20 3398.40

64 6 CDS-26 SL NO-7 Earthing materials pipe type for grounding (Single Electrode with accessories) Set 6 842.00 84.20 84.20 1010.40 6062.40

65 6 CDS-26 SL NO-8 Caution/Danger Board Nos 2 71.00 7.10 7.10 85.20 170.40

66 6 CDS-26 SL NO-9 Anti Climbing Device (12 Mtr GI Barbed Wire) Each 4 37.00 3.70 3.70 44.40 177.60

67 6 CDS-26 SL NO-13 11 kV Lightning Arrester, Metal Oxide 10 kV, 5 kA, Polymetic type with ground disconnector Set/3Nos 2 106.00 10.60 10.60 127.20 254.40

68 6 CDS-26 SL NO-14c LT Wiring (From DTC to LT Line Through Metering Box & LT Protection Kit) SINGLE CIRCUIT Nos 2 846.00 84.60 84.60 1015.20 2030.40

69 6 CDS-26 SL NO-14d LT Metering box with CTs and necessary wiring for housing ETV Meter Nos 2 766.00 76.60 76.60 919.20 1838.40

70 6 CDS-26 SL NO-14e LT Electronic Tri-Vector Meter 5 Amps, -0.5/1.0 Accuracy Class Nos 2 425.00 42.50 42.50 510.00 1020.00

71 6 CDS-26 SL NO-15 11 kV, Solid Core Type HG Fuse Unit Set/3Nos 2 211.00 21.10 21.10 253.20 506.40

72 6 CDS-26 SL NO-16 11 kV, 200 Amps, Single Break GOS Set 2 984.00 98.40 98.40 1180.80 2361.60

73 6 CDS-26 SL NO-14(b) LT Distribution box for 100 kVA with MCB Nos 2 342.00 34.20 34.20 410.40 820.80

Total Cost (In Rs.) 327536.89

1 Materials Cost (Exclusive of GST) 1748418.61

2 Labour Charges (Exclusive of GST) 327536.89

3 Cost of Estimate in Rs. (Amount Put To Tender) Sum of Sl No. 1 & 2 2075955.49

5 Statutory Charges as per actuals (5% HESCOM Supervision Charges, 5% HESCOM One Time Maintenance Charges. Electrical Inspectorate Charges) 171200.00

6 Total Cost of Estimate in Rs. (Sum of Sl No. 3 to 5) 2620827.48

7 Miscelleneous 1172.52

Total Cost of Estimate 2622000.00

Assistant Engineer, PWD Electrical Sub Division, Belagavi Assistant Executive Engineer, PWD Electrical Sub Division, Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

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

A Sinking Bore Well

1 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required toseal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and ccessories to work site, engaging technical personal and labour required etc. (CSR 2023-24, Vol-5 ,P-140, No.12.4)

2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, caps) (CSR 2023-24, Vol-5 ,P-140, No.12.1)

3 Supply of ISI mark 175mm nominal bore, plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI arking weighing 25.10kg/m.pricesinclude Collar-Medium duty.(CSR 2023-24, Vol-5 ,P-143, No.12.32)

4 Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The imensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments. (CSR 2023-24 Vol-5 ,P-143, No.12.33)

B Rain Water Harvesting Pit Of size 3x3x2 m

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 (Depth upto 3m) (CSR 2023-24 Vol-1 ,P-8, No.1.14)

a -do- In Ordinary / Hard soil ( 80% of Total Qty) 21.60 Cum 102.00 2203.00

b -do- In ordinary/soft rock without blasting upto 1.5 m depth (20% of Total Qty)

a -do- In ordinary/soft rock without blasting- Depth exceeding 1.5 m, but not exceeding 3 m (80% of Total Qty)

b In Hard Rock ( requiring blasting) - Depth exceeding 1.5 m, but not exceeding 3 m (20% of Total Qty)

2 Making slots/perforated holes in the MS casing pipe installed while sinking of borewell 2.00 LS 3000.00 6000.00

3.1 Sand - M-Sand –Fine Uni SR 2023-24, Vol-1, Pg No - A40, It No - 64

3.2 Granular Aggregates- 12mm downsize Uni SR 2023-24, Vol-1, Pg No - A38, It No - 3

3.3 Granular Aggregates- 20mm downsize Uni SR 2023-24, Vol-1, Pg No - A38, It No - 4

3.4 Granular Aggregates- 40mm downsize Uni SR 2023-24, Vol-1, Pg No - A38, It No - 7

3.5 Granular Aggregates- 100mm downsize Uni SR 2023-24, Vol-1, Pg No - A38, It No - 9

4 Labour charges for laying filter media in all depth as per specification in infiltration well - Uni SR 2023-24, Vol-1 Pg No - A50, It No IV-1

Total A+ B 324589.40

for two borewells 649178.80

Assistant Executive Engineer PWD Sub-Division, Soundatti Executive Engineer PWD Division, Belgavi

BOREWELL PUMP, PUMPHOUSE AND ELECTRIFICATION

S. No. Reference Description No L B D Qty Unit Rate Amount

1 SOR 2023-24, V-5, Item code-13.13.6 ,Page No-152 ] Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete

Basic Rate 32137.00

Total Rate 33743.85

2 SOR 2023-24, V-5, Item code-11.3.6 ,Page No-128 ] Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete.

Heavy Duty GI pipe of 50mm dia 2 190.00 380.00 m 712.95 270921.00

For OHT Connection for bore well 1 300.00 300.00 712.95 213885.00

Basic Rate 679.00

Total Rate 712.95

3 SOR 2023-24, V-5, Item code-13.22.3 ,Page No-154 ] Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.

Basic Rate 135.00

Total Rate 141.75

4 SOR 2023-24, V-5, Item code-13.32,Page No-156 ] Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.

Basic Rate 6500.00

Total Rate 6825.00

Providing Electrical Arrangements

5 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.42.2 (Part- I Electrical item) Vol-6 Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.

Basic Rate 0.43

Total Rate 0.43

6 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.41.3 (Part- I Electrical item) Vol-6 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.

Basic Rate 555.00

Total Rate 555.00

7 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.3.1.2 (Part- I Electrical item) Vol-6 Supplying 6A flush type socket and 6 amps flush type SP switch either surface/flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3654

6Amps 3/5 Way 4 4 Each 147.00 588.00

Basic Rate 147.00

Total Rate 147.00

8 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.2.3 (Part- I Electrical item) Vol-6 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-1990, Clause 16.8 Temperature Index -IS 694-1990, Clause 16.13 Smoke Density -IS 694-1990, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-1990, Clause 16.12

Basic Rate 42.00

Total Rate 42.00

Basic Rate 63.00

Total Rate 63.00

10 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.7.2 (Part- I Electrical item) Vol-6 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers.

Basic Rate 241.00

Total Rate 241.00

11 Schedule Of Rates PWD, Electrical SR 2023-24. Item No.5.18 (Part- I Electrical item)Vol-6 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.

Basic Rate 3088.00

Total Rate 3088.00

12 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.20 (Part- I Electrical item) Vol-6 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.

Basic Rate 5147.00

Total Rate 5147.00

13 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.13.17 (Part- I Electrical item) Vol-6 Fixing a shunt capacitor of ... KVAR capacity with necessary clamps, bolts, and nuts on existing wooden or metal board including banking of more than one capacitor.

Basic Rate 270.00

Total Rate 270.00

14 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.38 (Part- I Electrical item) Vol-6 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C.

Basic Rate 515.00

Total Rate 515.00

15 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.1.6.1 (Part IV- 11KV labour) Vol-6 Digging of Pit for providing GI Pipe type Earthing. 1.6.1 Ordinary Soil

Basic Rate 759.00

Total Rate 759.00

16 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.51.01 (Part III- 11KV material ) Vol-6 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg

Basic Rate 743.00

Total Rate 743.00

17 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.51.02 (Part III- 11KV material ) Vol-6 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each

Basic Rate 676.00

Total Rate 676.00

18 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.51.03 (Part III- 11KV material ) Vol-6 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag

Basic Rate 310.00

Total Rate 310.00

19 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.32.03 (Part III- 11KV material ) Vol-6 Supplying of 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975

Basic Rate 118004.00

Total Rate 118004.00

20 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.21 (Part IV- 11KV labour) Vol-6 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable

Basic Rate 20886.00

Total Rate 20886.00

21 [CSR 2023-24, Vol-1, Item No.1.17.1] Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m

Basic Rate 262.00

Area weightage-5% 13.10

Total Rate 275.10

22 Schedule Of Rates PWD 2023-24, VOL 1 Item No.1.10 Pgno.7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications

Basic Rate 160.00

Area weightage-5% 8.00

Total Rate 168.00

23 Schedule Of Rates PWD,2023-24 Sl.no-182 Vol-5 Page no-A-30 GI Heavy-Duty pipes 40mm dia.

Basic Rate 326.00

24 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.28.08 (Part IV- 11KV labour) Vol-6 Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete.

Basic Rate 93.00

Total Rate 93.00

25 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.35 (Part III- 11KV material ) Vol-6 Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable

Basic Rate 324.00

Total Rate 324.00

26 Schedule Of Rates PWD, Electrical SR 2019-20 Item No.6.18 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc.

8 SWG GI Wire 1 0.00 10.00 Mtr 0.00 0.00

Basic Rate 0.00

Total Rate 0.00

26 Schedule Of Rates PWD, Electrical SR 2023-24 Item No.5.35 (Part I Electrical items) Vol-6 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter.

Basic Rate 5705.00

Total Rate 5705.00

ERECTION OF PRECAST PUMP HOUSE

27 [CSR 2023-24, Vol- 1, Item No: 1.4.1,Page No-5 ] Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m

Basic Rate 242.00

Total Rate 254.10

28 [ SOR 2023-24 SOR Code-2.1.3, Page no 15] Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates

Basic Rate 5918.00

Total Rate 6213.90

29 [CSR 2023-24, Vol - 2 Item No: 5.1.1,Page No-9 ] Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

Basic Rate 5585.00

Total Rate 5864.25

30 SOR 2023-24, V-5, Item code-10.6 ,Page No-116] RCC hume pipe Circular pump house: Providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm etc. complete.

Basic Rate 16401.00

Total Rate 17221.05

31 SOR 2023-24, V-5, Item code-10.7 ,Page No-116] Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work.

Basic Rate 1882.00

Total Rate 1976.10

32 [CSR 2023-24 Item No: 8.40,Page No-48, Vol - 2 ] Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Basic Rate 115.00

Total Rate 120.75

33 [CSR 2023-24 Item No: 8.4 Page No-63, Vol - 3 ] Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman

( Rs. 0.90/ cm height for 15 cm height x 0.90 = Rs. 13.50 / letter)

Basic Rate 0.90

Total Rate 0.95

Total Amount for 2 BW Pump 779,456.15 281071.87 498384.28

No of BW Pump 2 Total Amount for 2 No of BW Pump

Borewell Pump 779,500.00

Assistant Executive Engineer PWD Sub-Division,Soundatti Executive Engineer PWD Division, Belgavi

Rate Analysis for Borewell and Submersible Pumpset

Sl.No Specification SR Pg No / It No Unit Basic Rate Net Rate AW Total Col.7+8+9 (Finishing Rate)

Belgaum Division SR - 2012-13

1 Sinking of bore well 150mm dia A-67 / 2

Upto 50 mts depth Rmt 270.00 270.00 13.50 283.50

above 50mts and upto 100 mts depth Rmt 370.00 370.00 18.50 388.50 388.5 46.62 435.12

above 100mts and upto 150 mts depth Rmt 395.00 395.00 19.75 414.75

2 ISI Mark Medium - B Class ERWMS Casing Pipes Suitable for 165mm nominal bore. PRE- 76/6 Rmt 1014.00 1014.00 50.70 1064.70

3 MS casing caps and clamps PWDSR 18-19 Pg no.:XLVII Each 1800.00 1800.00 90.00 1890.00

4 Geophysical investigation of site for sinking Bore well PRE- 69 / 4 No. 1882.00 1882.00 94.10 1976.10

5 Submersible pump sets - 5.0 HP /3.7kw stage 5 PWDSR 18-19- XLI/1 Each 26628.00 26628.00 1331.40 27959.40

6 Non return valve 50mm PWDSR 18-19-XLVII sl no.: 16

9 Hexagonal nipple - 50mm dia A- 75 / 2.5.6 Each 129.25 129.25 6.46 135.71

10 Outdoor panel upto 6HP PWDSR 18-19 Pg no.:XLVII Each 9500.00 9500.00 475.00 9975.00

11 MCB PWDSR 18-19 Pg no.:XLVII Each 900.00 900.00 45.00 945.00

12 Submersible Cables - PVC PWDSR 18-19 Pg no.:XLVII

13 Power Capacitor PWDSR 18-19 Pg no.:XLVII each KVAR 360.00 360.00 18.00 378.00

14 Main connections from pole PVC insulated steel wire Cable

15 GI pipe 40mm A Class PWDSR 18-19 Pg no.:XLVII Rmt 400.00 400.00 20.00 420.00

16 Main connections from pole PVC insulated steel wire Cable in New Trench New trench 57.70 57.70 2.89 60.59

18 Pot head PWDSR 18-19 Pg no.:XLVII Nos. 360.00 360.00 18.00 378.00

Assistant Executive Engineer Executive Engineer

KUWS & DB, Sub Division KUWS & DB, Division

Chikodi Belagavi

Estimate for Construction of 100 kld capacity Natural Endogenous Bio-reactor process STP (Typical) at R.S No.1244/7, 1244/8, 1244/9, 1244/10,1245/3D in Athani town done on

Sl No Description of work Unit No L B D Qty Rate Amount

1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm where ever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. LD 4.00

All kinds of soils (Common Schedule of Rates 2021-2022, Volume-1, Page No:8, Sl No:1.14.1) This data updated on 18-03-2022

Ordinary/soft rock (without requiring blasting) (Common Schedule of Rates 2021-2022, Volume-1, Page No:8, Sl No:1.15.1) Capacity 100.00

m3 18% 36.85 #REF! #REF! Inner L 3.50 Inner B 3.00

1.2 Depth upto 1.5 to 3.0 m :

All compartments m3 16.11 7.81 1.50 188.73 PCC offset 0.15 wall thick2 0.15

All kinds of soils (Common Schedule of Rates 2021-2022, Volume-1, Page No:8, Sl No:1.14.1) PCC thk 0.10 slab thk 0.15

m3 82% 154.76 #REF! #REF! raft thk 0.20 FB 0.3

Ordinary/soft rock (without requiring blasting) (Common Schedule of Rates 2021-2022, Volume-1, Page No:8, Sl No:1.15.2)

1.3 Depth 3 m to 4.5 m :

All compartments m3 1 16.11 7.81 1.50 188.73

All kinds of soils (Common Schedule of Rates 2021-2022, Volume-1, Page No:8, Sl No:1.14.3)

Ordinary/soft rock (without requiring blasting) (Common Schedule of Rates 2021-2022, Volume-1, Page No:8, Sl No:1.15.3)

1.4 Depth exceeding 4.5m, but not exceeding 6.0m :

Ordinary/soft rock (without requiring blasting) (Common Schedule of Rates 2021-2022, Volume-1, Page No:8, Sl No:1.15.3, Note-3)

All compartments m3 1 16.11 7.81 1.50 188.73

Depth exceeding 6.0m, but not exceeding 7.50m :

2.8 Ordinary/soft rock (without requiring blasting) (Common Schedule of Rates 2021-2022, Volume-1, Page No:8, Sl No:1.15.3 Note-3)

All compartments m3 1 16.11 7.81 0.00 0.00

Depth exceeding 7.50m, but not exceeding 9.0m :

2.9 Ordinary/soft rock (without requiring blasting) (Common Schedule of Rates 2021-2022, Volume-1, Page No:8, Sl No:1.15.3 Note-3)

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, plywood / steel formwork, 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 shall be paid separately). (Common Schedule of Rates 2021-2022, Volume-5, Page No:116, SOR code:I030B)

All compartments m3 1 15.61 7.31 0.10 11.41 #REF! #REF!

3 Providing and laying in position Reinforced cement concrete of M25 Design Mix for raft, footings, beams below ground level in GLSR Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). (Common Schedule of Rates 2021-2022, Volume-5, Page No:116, SOR code:I040A)

All compartments: Floor slab m3 1.00 15.31 7.01 0.20 21.46 #REF! #REF!

4 Providing and laying in position Reinforced cement concrete M30 Design Mix for vertical side walls, effluent channel baffle walls etc. The granite/ trap/basalt crushed graded coarse aggregates and fine ggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). (Common Schedule of Rates 2021-2022, Volume-5, Page No:117, SOR code:I070A)

Inlet chamber m3 1 4.46 0.23 6.00 6.15

Outlet chamber m3 1 4.46 0.23 6.00 6.15

Additional for Comp 1 : LW: 0.23 m thk m3 0 2.23 0.23 1.06 0.00

Additional for Comp 1 : LW: 0.15 m thk m3 0 2.23 0.15 1.06 0.00

Additional for Comp 1 : SW: 0.23 m thk m3 0 1.50 0.23 1.06 0.00

Additional for Comp 1 : SW: 0.15 m thk m3 0 1.50 0.15 1.06 0.00

Total m3 102.97 #REF! #REF!

5 Providing and laying in position Reinforced cement concrete M30 Design Mix for top cover flat slab. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for inside surface, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) (Common Schedule of Rates 2021-2022, Volume-5, Page No:117, SOR code:I090A)

Compartment Roof slab m3 1.00 14.91 6.61 0.15 14.78

Inlet & Outlet chamber m3 2.00 1.46 2.46 0.15 1.08

Total m3 15.86 #REF! #REF!

6 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (Common Schedule of Rates 2021-2022, Volume-5, Page No:111, SOR code:H140A)

7 Labour charges for fabricating Mild Steel or TMT Steel bars of all sizes for reinforcement for RCC works, including conveying steel to work spot with all lead, cleaning, straightening, cutting, bending, fabricating, placing in position, tieing as per design, cover blocks, binding wire, hoisting to different levels etc. complete but excluding the cost of MS or TMT bars.(Laps and wastages should not be measured) (Common Schedule of Rates 2021-2022, Volume-5, Page No:118, SOR code:I130A)

80 Kg/Cum t 11.22 #REF! #REF!

8 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m Including cost of all labour complete as per specifications (Common Schedule of Rates 2021-2022, Volume-1, Page No:7, Sl No :1.10)

9 Providing HDPE culture media inclusive activated carbon filter, sand filter and adequate blower for aeration. (Rates enquired from Prithvi Eco Sciences Pvt, Mysore -Market Rate)

10 Miscellaneous & rounding off 704.00

11 Sub total for 1 Unit #REF!

Assistant Executive Engineer, Executive Engineer,

K.U.W.S. & D. Board, Sub-Division K.U.W.S. & D. Board,Division

Chikodi Belagavi

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Sl.No Specification CSR 2024-25 Unit Basic Rate Centering Cost SubTotal Area weiatage(5%) Final Rate

1 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm where ever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Vol-1, P-10, It -1.17

a In all kinds of soils. Vol-1, P-10, It -1.17.1 Cum 262.00 0.00 262.00 13.10 275.10

b Ordinary/soft rock (without requiring blasting) Vol-1, P-10, It -1.19.1 Cum 454.00 0.00 454.00 22.70 476.70

II 1.5 to 3 m depth

a Depth exceeding 1.5m, but not exceeding 3m Vol-1, P-10, It -1.17.2 Cum 331.00 0.00 331.00 16.55 347.55

b Ordinary/soft rock (without requiring blasting) -Depth exceeding 1.5m, but not exceeding 3m Vol-1, P-10, It -1.19.2 Cum 557.00 0.00 557.00 27.85 584.85

2 Earth Work Excavation by Mechanical Means / Machinery for foundation

a In all kinds of soils Depth upto 3 m Vol-1, Pg No. 8 It No 14.1 Cum 102.00 0.00 102.00 5.10 107.10

b In all kinds of soils Depth 3 m to 6 m Vol-1, Pg No. 9 It No 14.2 Cum 117.00 0.00 117.00 5.85 122.85

2.1 a In ordinary/soft rock without blasting upto 1.5 m depth Vol-1, Pg No. 8 It No 15.1 Cum 363.00 0.00 363.00 18.15 381.15

b In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m Vol-1, Pg No. 8 It No 15.2 Cum 425.00 0.00 425.00 21.25 446.25

3 Refilling available earth around trenches /pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Vol-1, P- 7, It-1.10 Cum 160.00 0.00 160.00 8.00 168.00

4 Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: Vol-5, P-63. It-2

5 Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. Vol-5, P-208, It-16.60

6 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, Vol-1, P-18, It-2.11h t 69749.00 0.00 69749.00 3487.45 73236.45

7 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Vol-5, P-114, It-10.2.10 mtr 697.00 0.00 697.00 34.85 731.85

8 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Vol-5

9 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work.

10 Manhole Chambers: Providing and constructing of Manhole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 Mtr. alround the chamber and brick masonry in C.M. 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC manhole frame and cover conforming to IS 12592 (Part-I): 1988 & IS 12592 (Part-II):1991 with laterst amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing, barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Manhole No. on the inner conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.Providing and constructing of Manhole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 Mtr. alround the chamber andbrick masonry in C.M. 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC manhole frame and cover conforming to IS 12592 (Part-I): 1988 & IS 12592 (Part-II):1991 with laterst amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing, barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Manhole No. on the inner conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. Vol-5, P-201

a Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.0 M depth & heavy duty SFRC cover & frame P-204, It-16.46.1 Each 24999.00 0.00 24999.00 1249.95 26248.95 #REF!

b Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.1 M depth & heavy duty SFRC cover & frame Each 27209.70 0.00 27209.70 1360.49 28570.19

c Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.2 M depth & heavy duty SFRC cover & frame Each 29420.40 0.00 29420.40 1471.02 30891.42

d Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.3 M depth & heavy duty SFRC cover & frame Each 31631.10 0.00 31631.10 1581.56 33212.66

e Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.4 M depth & heavy duty SFRC cover & frame Each 33841.80 0.00 33841.80 1692.09 35533.89

f Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.5 M depth & heavy duty SFRC cover & frame Each 36052.50 0.00 36052.50 1802.63 37855.13

g Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.6 M depth & heavy duty SFRC cover & frame Each 38263.20 0.00 38263.20 1913.16 40176.36

h Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.7 M depth & heavy duty SFRC cover & frame Each 40473.90 0.00 40473.90 2023.70 42497.60

i Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.8 M depth & heavy duty SFRC cover & frame Each 42684.60 0.00 42684.60 2134.23 44818.83

j Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 1.9 M depth & heavy duty SFRC cover & frame Each 44895.30 0.00 44895.30 2244.77 47140.07

k Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.0 M depth & heavy duty SFRC cover & frame P-204, It-16.46.2 Each 47106.00 0.00 47106.00 2355.30 49461.30

l Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.1 M depth & heavy duty SFRC cover & frame Each 49568.20 0.00 49568.20 2478.41 52046.61

m Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.2 M depth & heavy duty SFRC cover & frame Each 52030.40 0.00 52030.40 2601.52 54631.92

n Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.3 M depth & heavy duty SFRC cover & frame Each 54492.60 0.00 54492.60 2724.63 57217.23

o Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.4 M depth & heavy duty SFRC cover & frame Each 56954.80 0.00 56954.80 2847.74 59802.54

p Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.5 M depth & heavy duty SFRC cover & frame Each 59417.00 0.00 59417.00 2970.85 62387.85

q Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.6 M depth & heavy duty SFRC cover & frame Each 61879.20 0.00 61879.20 3093.96 64973.16

r Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.7 M depth & heavy duty SFRC cover & frame Each 64341.40 0.00 64341.40 3217.07 67558.47

s Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.8 M depth & heavy duty SFRC cover & frame Each 66803.60 0.00 66803.60 3340.18 70143.78

t Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 2.9 M depth & heavy duty SFRC cover & frame Each 69265.80 0.00 69265.80 3463.29 72729.09

u Constructing table moulded Brick Masonry Machinehole 1.2 m internal dia. , 3.0 M depth & heavy duty SFRC cover & frame P-204, It-16.46.3 Each 71728.00 0.00 71728.00 3586.40 75314.40

11 Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe (PE80)-PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm/ GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. "A" class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making "U" shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS / Brass ferrule of size 1/2" x 3/4" and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The ompression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator, water tight cap with O'ring, long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, as per diagram, all specials such as GI tee, GI elbow, GI coupler, topper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be ompacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters: Vol-5, P-22, It-2.21

12 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, plywood / steel formwork, 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 shall be paid separately). Vol-1,Pg No.15. It No.2.1

13 Providing and laying in position Reinforced cement concrete M30 Design Mix for flat or sloping floor slabs resting on the ground. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 20 mm thick for inside with admixture of water proof compound of requisite proportion, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) (Contractor will make his own arrangements for testing). Vol-1,It No.2.3.1 Cum 6221.00 3110.50 9331.50 466.58 9798.08

14 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, Vol-1 PgNo 18 It-2.11h t 69749.00 0.00 69749.00 3487.45 73236.45

15 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Vol-5, Pg No. 114, It No. 10.2.10 mtr 697.00 0.00 697.00 34.85 731.85

16 Providing Brickwork with common burnt clay machine moulded Vol-2PgNo 13 It-6.6 Cum 11606.00 0.00 11606.00 580.30 12186.30

17 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge Vol-2PgNo 175 It-17.1 Cum 1002.00 0.00 1002.00 50.10 1052.10

18 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Vol-2PgNo 175 It-17.2 Cum 1186.00 0.00 1186.00 59.30 1245.30

Assistant Executive Engineer, Executive Engineer,

PWD SUBDIVISION PWD DIVISION

Hukkeri CHIKKODI

ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಪಟ್ಟಣದ ಅಯ್ಯಪ್ಪಸ್ವಾಮಿ ನಗರದ 04 ಎಕರೆ ಜಮೀನಿನಲ್ಲಿ ಸುಡಗಾಡು ಸಿದ್ದ(ಅಲೆಮಾರಿ) ಜನಾಂಗದವರಿಗಾಗಿ "ಬುದ್ದ, ಬಸವ ಅಂಬೇಡ್ಕರ್ ನಿವೇಶನ ಹಂಚಿಕೆ ಯೋಜನೆಯಡಿ"ಲೇಔಟ್ ನಿರ್ಮಾಣ ಮಾಡುವದು (ಸವದತ್ತಿ ಪಟ್ಟಣದ ರಿ ಸ ನಂ-10/ಅ)

Applicant: Shri.Mohasheen Vajeerali Khoja and others of Gokak Town

Sl. No. Description of work Amount in Rs

A Water Supply Arrangements

1 Providing water supply facilities 1035806.00

2 Sinking of Bore well and Rain Water Harvesting to recharge Bore well 649178.80

3 Supply, Erection and commissioning of pumping machinery to bore well 0.00

B Under Ground Drainage System

1 Providing UGD Facilities #REF! 703258

2 Cnstruction of Septic Tank with Soak pit #REF!

Sub Total-2 #REF! 849064

Total (1+2) #REF!

Add GST @ 18% #REF! 152,831.52

Add Misc & Rounding off 927.00

Total Estimate Cost #REF! 109 4800 523200

13% Supervision Charges #REF!

Assistant Executive Engineer Assistant Executive Engineer Executive Engineer

KUWS& D Board, Sub-Division Sub-Division, Gokak Division, Chikkodi

RATE ANALYSIS COMMON SCHEDULE OF RATES 2021-2022 Final R A 04-15-22

Issue Rates as per volume -I SR Rate Issue rate Cost Diff

Difference in cost of cement per bag 447.00

Difference in cost of STEEL per Tonne fe 500 69357.00 69357.00 0.00 Note

Difference in cost of STEEL per Tonne fe 550 69857.00 73000.00 3143.00 1 Additionalities for Formwork centering and scafolding, Percentage on finished rate of concrete per m³,as per table (Ref:PWD CSR 2021-22 / Vol-1/Pg No. 115)

Issue Rates as per volume -II SR Rate Issue rate Cost Diff 2 Percentage to be incresed over existing pipe rates (Ref: CORRIGENDUM MEMORANDUM/BWSSB/CED/ACE[D]/TA[D]/02/2021-22/Dtd. 04.04.2022

Difference in cost of STEEL per Tonne 58770.00 58770.00

3 A weightage of 20% is applicable on the basic rate excluding cost of cement and steel only for concrete items for ESRs of capacity 2.5 Lakh litres and below (Ref :WS & UGD works CSR 2021-22 Vol-V Pg.No.107 note -3)

Issue Rates as per volume -V SR Rate Issue rate Cost Diff io: sio.B.d)oE).e(a)/e.dD.e(a)Fo.r(a) /o+ I 2022-23 6oood:05 .04.2022

Difference in cost of cement per bag 349.20 4 Note: 3. If the width of excavation is less than 0.60 m, Add 25% extra /m³ for the above rates. (Ref:PWD CSR 2021-22 / Vol-1/Pg No. 7)

Difference in cost of STEEL per Tonne 58777.00 58777.00 0.00

slb Item of work Vol Page No. SL /IT /MAT No SOR CODE Unit Common SR - 2021-2022 Addln cost of Cement Rs. 00.00/ bag Additional % to be adopt as per note mentioned above Finished rate (Rs.) Area weitage Final rate (Rs.)

Qty Amt Rate without cement Percentage Amount 5.00%

VOLUME-1 [PWD CSR]

CHAPTER-1 : EARTHWORK 0.00

Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (PWD CSR 2021-22 Vol-I Pg.No.5 Sl.No.1.4.1) Vol-I 5 1.4 Cum 0.00 1

In all kinds of soils Depth upto 1.5 m Vol-I 5 1.4.1 Cum 242.00 0.00 242.00 12.10 254.10 1 87.5

Depth exceeding 1.5m, but not exceeding 3 m Vol-I 5 1.4.2 Cum 259.00 0.00 259.00 12.95 271.95 400

Depth exceeding 3m, but not exceeding 4.5 m Vol-I 6 1.4.3 Cum 376.00 376.00 18.80 394.80

Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. (PWD CSR 2021-22 Vol-I Pg.No.6 Sl.No.1.5.2) Vol-I 5 1.5 0.00 1

In ordinary/soft rock without blasting upto 1.5 m depth Vol-I 6 1.5.1 Cum 299.00 0.00 299.00 14.95 313.95 1

Note: Cost of De-watering upto 5 % may be added , where required assessment for dewatering shall be made as per site condition

In ordinary/soft rock without blasting Depth exceeding 1.5m, but not exceeding 3 m Vol-I 6 1.5.2 Cum 445.00 0.00 445.00 22.25 467.25 1

Note: Cost of De-watering upto 7.5 % may be added , where required assessment for dewatering shall be made as per site condition

Depth exceeding 3m, but not exceeding 4.5 m Vol-I 6 1.5.3 Cum 590.00 590.00 29.50 619.50

Earth work excavation for pipelines/cables by Manual means upto 600mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.(PWD works CSR 2021-22 Vol-I Pg.No.6 It.no 1.6.1) Vol-I 6 1.6 0.00 1

In all kinds of soils less than 0.60 mtr width. Depth upto 1.50m Vol-I 6 1.6.1 Cum 484.00 0.00 0.00 484.00 24.20 508.20 1

In all kinds of soils Vol-I 6 1.6.1 Cum 484.00 0.00 484.00 24.20 508.20 1

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Upto 1.5m height. Vol-I 7 1.8 Cum 474.00 0.00 474.00 23.70 497.70 1

Additional rates for quantities of works, executed in or under water and /or liquid mud, including pumping water as required cost of 1 m depth 20% of the rate of the item) Vol-I 7 Cum 5% 23.70 497.70 24.89 522.59

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD CSR 2021-22 / Vol-1/Pg No.7, SR. Code 1.8) Vol-I 7 1.9 Cum 266.00 0.00 266.00 13.30 279.30 1

Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD works CSR 2021-22 Vol-I Pg.No.7 It.no 1.10) Vol-I 7 1.10 Cum 160.00 0.00 160.00 8.00 168.00 1

Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete. Vol-I 7 1.11 Cum 433.00 0.00 433.00 21.65 454.65 1

Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (PWD Common SR 2021-22 Vol-I Pg.No.8 It.No.1.12) Vol-I 7 1.12 Cum 95.00 0.00 95.00 4.75 99.75 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 (PWD CSR 2021-22 Vol-1 Pg.No.8 Sl.No.1.14) Vol-I 8 1.14 Cum 0.00 1

In all kinds of soils Depth upto 3 m Vol-I 8 1.14.1 Cum 102.00 0.00 102.00 5.10 107.10 1

Depth above 6 m Vol-I 8 1.14.3 Cum 144.00 144.00 7.20 151.20

In ordinary/soft rock without blasting upto 1.5 m depth Vol-I 8 1.15.1 Cum 363.00 363.00 18.15 381.15 1

In ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m Vol-I 9 1.15.2 Cum 425.00 0.00 425.00 21.25 446.25 1

Depth exceeding 3m, but not exceeding 4.5m Vol-I 9 1.15.3 Cum 463.00 463.00 23.15 486.15

Earth work excavation for FOUNDATION by Mechanical means depthupto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work 1.16

In Hard Rock ( requiring blasting) Depth upto 1.50m Vol-I 9 1.16.1 Cum 554.00 554.00 27.70 581.70

Depth exceeding 1.5 m, but not exceeding 3 m Vol-I 9 1.16.2 Cum 623.00 0.00 623.00 31.15 654.15 1

Depth exceeding 3m, but not exceeding 4.5m Vol-I 9 1.16.3 Cum 711.00 711.00 35.55 746.55 1

For dewatering Vol-I 10 Cum 10.00% 38.79 749.79 37.49 787.28 1

Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. classifications by Mechanical Means (PWD CSR 2021-22 Vol-I Pg.No.6 It.No.1.17) 10 1.17 0.00 1

All kinds of soils. Depth upto 1.50 m Vol-I 10 1.17.1 Cum 262.00 0.00 262.00 13.10 275.10 1

Depth exceeding 1.5 m, but not exceeding 3 m Vol-I 10 1.17.2 Cum 331.00 331.00 16.55 347.55

Depth exceeding 3.0 m, but not exceeding 4.50 m Vol-I 10 1.17.3 Cum 480.00 480.00 24.00 504.00

For dewatering Vol-I 10 Cum 10.00% 48.00 528.00 26.40 554.40 1

Note: 1. Add 5% per m³ for every additional 1.50m depth or part thereoff beyod 4.50 m depth 1

Note: 2. Additional rates for quantities of works, executed in or under water and /or liquid mud, including pumping water as required cost of 1 m depth 20% of the rate of the item 1

Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. (PWD CSR 2021-22 Vol-I Pg.No.10 It.No.1.19) 10 1.19 0.00

Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m Vol-I 10 1.19.1 Cum 454.00 0.00 454.00 22.70 476.70 1

Depth exceeding 1.5 m, but not exceeding 3 m Vol-I 10 1.19.2 Cum 557.00 557.00 27.85 584.85 1

For dewatering Vol-I 10 Cum 20.00% 111.40 668.40 33.42 701.82 1

Depth exceeding 3 m, but not exceeding 4.50 m Vol-I 10 1.19.3 Cum 633.00 633.00 31.65 664.65

For dewatering Vol-I 10 Cum 20.00% 126.60 759.60 37.98 797.58 1

Earth work excavation for pipeline trenchesby mechanical meansabove 600 mm trench width as per drawing and technical specification,including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails &boning rods at every 100 mm whevere necessary as directed, removalof slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. (PWD CSR 2021-22 Vol-I Pg.No.10 It.No.1.21) 1.21 0.00

Hard rock (requiring blasting) Depth upto 1.50 m Vol-I 10 1.21.1 Cum 669.00 0.00 669.00 33.45 702.45 1

Depth exceeding 1.5 m, but not exceeding 3 m Vol-I 10 1.21.2 Cum 752.00 752.00 37.60 789.60

Depth exceeding 3 m, but not exceeding 4.50 m Vol-I 10 1.21.3 Cum 830.00 830.00 41.50 871.50

For dewatering Vol-I 10 Cum 20.00% 166.00 996.00 49.80 1045.80 1

Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. Vol-I 11 1.21.4 Cum 156.00 156.00 7.80 163.80 1

Hard rock (blasting prohibited) Depth upto 1.50 m Vol-I 11 1.21.5 Cum 1014.00 1014.00 50.70 1064.70 1

Depth exceeding 1.5 m, but not exceeding 3 m Vol-I 11 1.21.6 Cum 1120.00 1120.00 56.00 1176.00

Depth exceeding 3 m, but not exceeding 4.50 m Vol-I 11 1.21.7 Cum 1196.00 1196.00 59.80 1255.80

CHAPTER-2 : CONCRETE WORKS 0.00

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2021-22 Vol-I Pg.No.15 Sl.No.2.1.4) Vol-I 15 2.1 0.00 1

Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates Vol-I 15 2.1.1 Cum 5338.00 3.20 5338.00 266.90 5604.90

Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Vol-I 15 2.1.2 Cum 5664.00 3.60 5664.00 283.20 5947.20

Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Vol-I 15 2.1.3 Cum 5989.00 4.40 5989.00 299.45 6288.45 PCC 1 4.4

Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Vol-I 15 2.1.4 Cum 6217.00 4.40 6217.00 310.85 6527.85 footing 1

for all other types foundation works 0.00 3% 186.51 6403.51 320.18 6723.69

Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD CSR 2021-22 Vol-I Pg.No.15 It.No.2.2.1.1) 2.2 0.00 1

M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 15 2.2.1.1 Cum 6287.00 6.40 6287.00 314.35 6601.35 Walls 1

for foundation Footings Vol-I 15 2.2.1.1 Cum 0.00 10% 628.70 6915.70 345.79 7261.49 1

for all other types foundation works Vol-I 15 0 2.2.1.1 Cum 0.00 3% 188.61 6475.61 323.78 6799.39 1

M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 15 2.2.2.1 Cum 6248.00 6.80 6248.00 312.40 6560.40 1

for foundation Footings Vol-I 15 2.2.1.1 Cum 0.00 8% 499.84 6747.84 337.39 7085.23 1

for all other types foundation works Vol-I 15 0 2.2.2.1 Cum 0.00 3% 187.44 6435.44 321.77 6757.21 1

M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 15 2.2.3.1 Cum 6336.00 7.20 6336.00 316.80 6652.80 1

for foundation Footings Vol-I 15 2.2.3.1 Cum 0.00 3% 190.08 6526.08 326.30 6852.38 1

Earth retaining structures Vol-I 16 2.2.3.1 Cum 0.00 10% 633.60 6969.60 348.48 7318.08 1

Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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) 2.3 0.00

M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 16 2.3.1 Cum 6323.00 6.40 6323.00 316.15 6639.15 1

Beams and Lintels of Buildings Vol-I 16 2.3.1 Cum 6.40 60% 3793.80 10116.80 505.84 10622.64 1

Plinth beams of buildings Vol-I 16 2.3.1 Cum 6.40 50% 3161.50 9484.50 474.23 9958.73 1

M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 16 2.3.2 Cum 6480.00 6.80 6480.00 324.00 6804.00 1

Foundation, Sub structure of Cross drainages Vol-I 16 2.3.2 Cum 0.00 5% 324.00 6804.00 340.20 7144.20 1

M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 16 2.3.3 Cum 6605.00 7.20 6605.00 330.25 6935.25 1

Earth retaining structures Vol-I 16 2.3.3 Cum 0.00 10% 660.50 7265.50 363.28 7628.78 1

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 other17Item No. Description of Item Unit Rate Rs.appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately (PWD CSR 2021-22 Vol-I Pg.No.15 Sl.No.2.4.1) Vol-I 17 2.4 0.00

Mix 1:2:4 (M10) Using 20 mm nominal size graded crushed coarse aggregates Vol-I 17 2.4.1 Cum 6404.00 4.40 6404.00 320.20 6724.20 1

M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 17 2.4.2 Cum 6323.00 6.40 6323.00 316.15 6639.15 1

for sub structures columns Vol-I 17 Cum 0.00 70% 4426.10 10749.10 537.46 11286.56 1

Earth retaining structures Vol-I 16 2.4.2 Cum 0.00 10% 632.30 6955.30 347.77 7303.07 1

for all other types foundation works Vol-I 17 Cum 0.00 3% 189.69 6512.69 325.63 6838.32 1

for sub structures plinth beam Vol-I 17 Cum 0.00 3% 189.69 6512.69 325.63 6838.32 1

for super structures cills, lintels, Beams & Slab Vol-I 17 Cum 0.00 60% 3907.61 10230.61 511.53 10742.14 1

M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 17 2.4.3 Cum 6336.00 6.80 6336.00 316.80 6652.80 1

for sub structures Vol-I 17 Cum 0.00 70% 4435.20 10771.20 538.56 11309.76 1

for sub structures columns Vol-I 17 Cum 0.00 70% 4435.20 10771.20 538.56 11309.76 1

for sub structures beam Vol-I 17 Cum 0.00 50% 3168.00 9504.00 475.20 9979.20 1

for sub structures Vol-I 17 Cum 0.00 50% 3168.00 9504.00 475.20 9979.20 1

M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 17 2.4.4 Cum 6742.00 7.20 6742.00 337.10 7079.10

for sub structures columns Vol-I 17 Cum 0.00 70% 4719.40 11461.40 573.07 12034.47 1

for all other types foundation works Vol-I 17 Cum 0.00 3% 202.26 6944.26 347.21 7291.47 1

for sub structures plinth beam Vol-I 17 Cum 0.00 60% 4045.20 10787.20 539.36 11326.56 1

Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steelreinforcement, dowel bars & formwork to be paid separately) (PWD CSR 2021-22 Vol-I Pg.No.16 Sl.No.2.5.1) Vol-I 17 2.5 0.00

M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 17 2.5.1 Cum 6630.00 6.40 6630.00 331.50 6961.50 1

for Foundation upto Plinth 0.00 8% 530.40 7160.40 358.02 7518.42 1

for super structures columns 0.00 70% 4641.00 11271.00 563.55 11834.55 1

for super structures cills, lintels, Beams 0.00 60% 3978.00 10608.00 530.40 11138.40 1

for super structures chejja & shelves 0.00 45% 2983.50 9613.50 480.68 10094.18 1

M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 17 2.5.2 Cum 6843.00 6.80 6843.00 342.15 7185.15 1

for super structures columns 0.00 70% 4790.10 11633.10 581.66 12214.76 1

for super structures cills, lintels, Beams 0.00 60% 4105.80 10948.80 547.44 11496.24 1

for super structures Slab 0.00 50% 3421.50 10264.50 513.23 10777.73 1

for super structures chejja & shelves 0.00 45% 4326.08 11169.08 558.45 11727.53 1

M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-I 18 2.5.3 Cum 7007.00 7.20 7007.00 350.35 7357.35 1

for super structures columns 0.00 70% 4904.90 11911.90 595.60 12507.50 1

for super structures cills, lintels, Beams & Slab 0.00 60% 4204.20 11211.20 560.56 11771.76 1

for sub structures 10% 700.70 7707.70 385.39 8093.09

for sub structures columns 10% 700.70 7707.70 385.39 8093.09

for sub structures plinth beam 10% 700.70 7707.70 385.39 8093.09

for sub structures 5% 350.35 7357.35 367.87 7725.22

Providing waterproofing & durability enhancing admixture with approval from MORT&H for use on road & bridge projects with IRC accreditation & shall possess CE approval as per EN934-2. Material must fulfil the requirements of ACI-212-3R-10 Chapter 15 and fall under PRAH (permeability reducing admixtures for hydrostatic conditions) and must reduce coefficient of permeability of concrete by more than 90% when compared to control concrete and tested as per DIN 1048 Part-5 by carrying out 4 cycles each of 5 bar hydrostatic pressure for 72 hours and drying for 48 hours between the cycle and coefficient of permeability calculated as per Darcy’s formula / Valenta equation by incorporating penetration values obtained at the end of fourth cycle pressure as per DIN 1048 test. Material must reduce chloride diffusion coefficient by minimum 45% when tested as per ASTM C 1556-4 and compared with the control concrete, thereby prolonging the durability and service of life of the treated concrete structure as well as must demonstrate minimum reduction of 50% in shrinkage cracks as compared to control concrete, as per BS ISO-1920-8:2009. Must demonstrate no internal expansion under sulphate attack, when tested as per ASTM C-1012-12 & conforming to norms of EPD as per ISO 14025 & EN 15804-A1. The crystalline admixture treated concrete must be able to withstand high hydrostatic pressure of 16 bar (156 m of water head) when tested as per DIN 1048 & must capable of self -healing of cracks up to width of 0.5 mm. The performance of the crystalline admixture must not be restricted by water / cement ratio of the concrete mix. In other words, the crystalline admixture must perform at any water / cement ratio of the concrete mix. Product must possess a third party assurance, such as a U sign certificate or similar, confirming that the product, when use in the concrete, will have no detrimental side effects in terms of Alkali Silica Reaction (ASR), corrosion of steel reinforcement etc., as per the requirements of DIN 18998. The Dosage should be at 0.8% by weight of cement + cementitious material (or such dosage as desired to meet durability criteria) as per technical specification. (PWD CSR 2021-22 Vol-1 Pg.No.18 Sl.No.2.7) Vol-I 18 2.7 kg 292.00 292.00 14.60 306.60 1

VOLUME-2 [PWD BUILDINGS] 1

BASIC COST OF MATERIAL 0.00 0.00

Brass 100mm mortice latch and lock with 6 levers without pair of handles. (PWD CSR 2021-22 Vol-II Pg.No.A13 SI.No.65) Vol-II A-13 each 195.00 0.00 195.00 195.00 1

Hold fasts (PWD CSR 2021-22 Vol-I Pg.No.A21 SI.No.285) Vol-II A-21 each 32.00 0.00 32.00 32.00 1

Nails and Screws Vol-II 548 Kg 67.00 0.00 67.00 67.00

CHAPTER-4 : SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS 0.00

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (PWD COMMON SR VOL-3, 2021-22 Pg.No.7 It.No.4.23.B.ii.a) 0.00 1

By Mechanical Means 4.24

Grading-II (53 mm to 22.4 mm) Using Screening Crushable type such as Moorum or Gravel Vol-III 24 4.24.ii.a Cum 2094.00 0.00 2094.00 104.70 2198.70 1

Using Screening Type B (11.2mm agg) Vol-III 24 4.24.ii.b Cum 2280.00 0.00 2280.00 114.00 2394.00 1

CHAPTER-5 : STONE MASONRY 0.00

Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Vol-II 9 5.1.1 Cum 5611.00 1.40 5611.00 280.55 5891.55

Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand (PWD CSR 2021-22 Vol-2 Pg.No.9 Sl.No.5.4) Vol-II 9 5.4 Cum 6389.00 1.40 6389.00 319.45 6708.45 1

CHAPTER-6 : MASONRY WORKS 0.00 0.00

Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-II 13 6.1 Cum 8220.00 1.82 8220.00 411.00 8631.00

Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (PWD CSR 2021-22 Vol-II Pg.No.16 Sl.No.6.2) Vol-II 13 6.2 Cum 7978.00 1.20 7978.00 398.90 8376.90 1

Providing Brick work with common burnt clay machine mouldedperforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-II 13 6.5 Cum 10977.00 1.20 10977.00 548.85 11525.85 1

Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work (PWD CSR 2021-22 Vol-2 Pg.No.14 Sl.No.6.8) Vol-II 14 6.8 Cum 7969.00 7969.00 398.45 8367.45 1

Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-II 14 6.13 Sqm 976.00 0.18 976.00 48.80 1024.80 1

Providing Brick work with Non Modular fly ash bricks conforming to IS:12894, class designation 5.0 average compressive strength in super structure above plinth level up to floor I level in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-II 16 6.25 cum 7627.00 0.18 7627.00 381.35 8008.35 1

Providing Tile brick masonry work 5 cm thick with common burnt clay Non Modular tile bricks of class designation 5.0 conforming to IS 2690 (Part I) in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth and upto floor I level including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-II 15 6.25 cum 987.00 987.00 49.35 1036.35

CHAPTER-8 : FINISHING WORKS 0.00

Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) 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 and as per directions of Engineer-in-charge (PWD CSR 2021-22 Vol-2 Pg.No.41 Sl.No.8.1.1) Vol-II 41 8.1.1 Sqm 255.00 0.098 255.00 12.75 267.75 1

Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Vol-II 41 8.3.1 Sqm 354.00 0.16 354.00 17.70 371.70

Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) 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 and as per directions of Engineer-in-charge. (PWD CSR 2021-22 Vol-2 Pg.No.41 Sl.No.8.1.1) Vol-II 41 8.4.2 Sqm 312.00 0.098 312.00 15.60 327.60 1

Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) 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 and as per directions of Engineer-in-charge. (PWD CSR 2021-22 Vol-2 Pg.No.42 Sl.No.8.8) Vol-II 42 8.8 Sqm 371.00 0.15 371.00 18.55 389.55 1

Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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 and as per directions of Engineer-in-charge. (PWD CSR 2021-22 Vol-II Pg.No.42, Sl.No.8.9) Vol-II 42 8.9 Sqm 385.00 0.15 385.00 19.25 404.25 1

Providing Colour washing such as green, blue or buff to give an even shade :New work (two coats) with a base coat of white washing with lime with colour of approved quality, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD CSR 2021-22 Vol-2 Pg.No.44 Sl.No.8.23.1) Vol-II 44 8.23.1 Sqm 34.00 0.00 34.00 1.70 35.70 1

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (PWD SOR FOR BUILDING 2021-22 Vol-II Pg.No. 45 Sl.No. 8.25) Vol-II 45 8.25 Sqm 137.00 0.00 137.00 6.85 143.85 1

Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge (PWD CSR 2021-22 Vol-2 Pg.No.45 Sl.No.8.28) Vol-II 45 8.28 Sqm 89.00 0.00 89.00 4.45 93.45 1

Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD CSR 2021-22 Vol-2 Pg.No.46 Sl.No.8.33.2) Vol-II 46 8.33.2 Sqm 138.00 0.00 138.00 6.90 144.90 1

Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD CSR 2021-22 Vol-2 Pg.No.47 Sl.No.8.34.1) Vol-II 47 8.34.1 Sqm 53.00 0.00 53.00 2.65 55.65 1

Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD CSR 2021-22 Vol-2 Pg.No.47, Sl.No.8.34.3) Vol-II 47 8.34.3 Sqm 50.00 0.00 50.00 2.50 52.50 1

Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two coats) including a coat of approved steel primer but excluding a coat of mordant solution including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Vol-II 48 8.37 Sqm 131.00 0.00 131.00 6.55 137.55 1

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD CSR 2021-22 Vol-2 Pg.No.48 Sl.No.8.4) Vol-II 48 8.40 Sqm 115.00 0.00 115.00 5.75 120.75 1

Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD CSR 2021-22 Vol-2 Pg.No.49 Sl.No.8.49) Vol-II 49 8.49 cm 4.00 0.00 4.00 0.20 4.20 1

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One coats on old work as per specifications and as per directions of Engineer in charge Vol-II 52 8.64 Sqm 76.00 0.00 76.00 3.80 79.80 1

Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (PWD CSR 2021-22 Vol-2 Pg.No.55, Sl.No.8.83) Vol-II 55 8.83 Sqm 1175.00 0.00 1175.00 58.75 1233.75 1

CHAPTER-9 :FLOORING

Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing in white cement mixed with pigment of matching shade complete.(PWD CSR 2021-22 Vol-2 Pg.No.60 Sl.No.9.10) Vol-II 60 9.10 Sqm 1106.00 0.00 1106.00 55.30 1161.30 1

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. (PWD CSR 2021-22 Vol-2 Pg.No.60 Sl.No.9.17.2) Vol-II 60 9.17

Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser, treads of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints as per direction of Engineer in charge.(PWD CSR 2021-22 Vol-2 Pg.No.62 Sl.No.9.19) Vol-II 62 9.19 Sqm 1173.00 0.00 1173.00 58.65 1231.65 1

Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar,labour, curing complete as per specifications (PWD CSR 2021-22 Vol-2 Pg.No.60 Sl.No.9.30) Vol-II 64 9.30 Sqm 5328.00 0.00 5328.00 266.40 5594.40 1

Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 30 MPa as per IRC SP 63:2018 & IS 15658 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. (PWD CSR 2021-22 Vol-II Pg.No.64 It.No. 9.32) Vol-II 64 9.32 Sqm 1145.00 0.00 1145.00 57.25 1202.25 1

Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications (PWD CSR 2021-22 Vol-2 Pg.No.64 Sl.No.9.34) Vol-II 64 9.34 Sqm 1545.00 0.26 1545.00 77.25 1622.25 1

Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications (PWD SOR FOR BUILDING 2021-22 Vol-II Pg.No.65 Sl.No.9.37) Vol-II 65 9.37 Sqm 786.00 0.40 786.00 39.30 825.30

Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications Vol-II 65 9.39 Sqm 1449.00 0.40 1449.00 72.45 1521.45

CHAPTER-11 : STEEL AND ALLUMINIUM 0.00

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SOR FOR BUILDING 2021-22 Vol-II Pg.No. 75 Sl.No. 11.5.1) Vol-II 75 11.5.1 Sqm 4478.00 0.00 4478.00 223.90 4701.90 1

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of requiredthickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mmthick top cover including cost of materials, labour, usage charges ofmachinery complete as per specifications and as per directions of theEngineer-in-Charge. (PWD SOR FOR BUILDING 2021-22 Vol-II Pg.No. 76, Sl.No. 11.6.1) Vol-II 76 11.6.1 Sqm 2633.00 0.00 2633.00 131.65 2764.65 1

Providing and fixing top covers made out of 20 guage M.S. sheet over pull and push rolling shutters bent to shape including cost of red lead primer coat of painting , materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 7.10.6 / 7.12 (RDW&S CIRCLE BGM SR 2019-20 Pg.No.47 It.No.6.06 ) Vol-II 47 m 482.00 0.00 482.00 24.10 506.10 1

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD CSR 2021-22 Vol-2 Pg.No.76 Sl.No.11.6.2) Vol-II 76 11.6.2 Sqm 2633.00 0.00 2633.00 131.65 2764.65 1

Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD works CSR 2021-22 Vol-II Pg.No.81 It.no 11.16.2) Vol-II 81 11.16.2 kg 147.00 0.00 147.00 7.35 154.35 1

Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour,usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(PWD SOR FOR BUILDING 2021-22 Vol-II Pg.No.84 Sl.No.11.25.1) Vol-II 77 11.25.1 Sqm 136.00 0.00 136.00 6.80 142.80 1

Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD CSR 2021-22 Vol-2 Pg.No.82 Sl.No.11.25.2) Vol-II 82 11.25.2 Ton 79011.00 1.075 0.00 79011.00 3950.55 82961.55 1

Providing Thermo-Mechanically Treated bars of grade Fe-500D or Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (PWD SOR FOR BUILDING 2021-22 Vol-II Pg.No.84 Sl.No.11.32) Vol-II 84 11.32 Ton 89457.00 1.075 0.00 89457.00 4472.85 93929.85 1

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 steel windows by welding (PWD CSR 2021-22 Vol-2 Pg.No.85 Sl.No.11.34A) Vol-II 85 11.34A Kg 168.00 0.00 168.00 8.40 176.40 1

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 (PWD CSR 2021-22 Vol-2 Pg.No.85 Sl.No.11.34B) Vol-II 85 11.34B Kg 183.00 0.00 183.00 9.15 192.15 1

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD CSR 2021-22 Vol-2 Pg.No.91 Sl.No.11.44) Vol-II 91 11.44 sqm 4345.00 0.00 4345.00 217.25 4562.25 1

Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (PWD CSR 2021-22 Vol-2 Pg.No.95 Sl.No.11.57.2) Vol-II 95 11.57.3 Kg 113.00 0.00 113.00 5.65 118.65 1

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm) (PWD CSR 2021-22 Vol-2 Pg.No.95 Sl.No.11.58) Vol-II 95 11.58 sqm 803.00 0.00 803.00 40.15 843.15 1

CHAPTER-12 : WOOD & PVC WORKS 0.00

Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size – 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). (PWD CSR 2021-22 Vol-2 Pg.No.110 Sl.No.12.84) Vol-II 99 12.11 cum 138074.00 0.00 138074.00 6903.70 144977.70 1

Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) (PWD SOR FOR BUILDING 2021-22 Vol-II Pg.No. 100 Sl.No. 12.15) Vol-II 100 12.15 Sqm 7444.00 0.00 7444.00 372.20 7816.20 1

Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. (PWD CSR 2021-22 Vol-2 Pg.No.105 Sl.No.12.51) Vol-II 105 12.51 nos 1016.00 0.00 1016.00 50.80 1066.80 1

Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm for stiles and 15x15mm for top & bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet & 30 x 50mm wide to form stiles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the stiles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 mm Aluminium hinges. (PWD SOR FOR BUILDING 2021-22 Vol-II Pg.No. 105 Sl.No. 12.53) Vol-II 105 12.53 Sqm 1588.00 0.00 1588.00 79.40 1667.40 1

Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.(PWD SOR FOR BUILDING 2021-22 Vol-II Pg.No. 105 Sl.No. 12.54) Vol-II 105 12.54 m 318.00 0.00 318.00 15.90 333.90 1

Providing and fixing chromium plated brass handles of 100/125 mm with necessary screws etc. complete (PWD CSR 2021-22 Vol-I Pg.No.107 SI.No.12.62) Vol-II 107 12.62 nos 237.00 0.00 237.00 11.85 248.85 1

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (PWD CSR 2021-22 Vol-I Pg.No.108 SI.No.12.72) Vol-II 108 12.72 nos 82.00 0.00 82.00 4.10 86.10 1

Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size – 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). (PWD CSR 2021-22 Vol-2 Pg.No.110 Sl.No.12.84) Vol-II 110 12.84 Sqm 5023.00 0.00 5023.00 251.15 5274.15 1

Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with Gi reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8+-0.2 mm. Maximum possible size – 1519mm x 1519mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).(PWD CSR 2021-22 Vol-2 Pg.No.110 Sl.No.12.86) Vol-II 110 12.86 Sqm 5390.00 0.00 5390.00 269.50 5659.50 1

CHAPTER-13 : WATER SUPPLY AND DRAINAGE WORKS

Providing and fixing brass bib cock of approved quality : 20 mm nominal bore (PWD CSR 2021-22 Vol-2 Pg.No.115 Sl.No.13.2.2) Vol-II 115 13.2.2 Nos. 305.00 305.00 15.25 320.25 1

Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : (PWD CSR 2021-22 Vol-2 Pg.No.115 Sl.No.13.4.1) Vol-II 115 13.4.1 Nos. 549.00 549.00 27.45 576.45 1

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore (PWD CSR 2021-22 Vol-2 Pg.No.115 Sl.No.13.4.1) Vol-II 115 13.5.1 Nos. 296.00 296.00 14.80 310.80 1

Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore, Horizontal. (PWD CSR 2021-22 Vol-2 Pg.No.115 Sl.No.13.6.1.1) Vol-II 116 13.6.1.1 Nos. 620.00 620.00 31.00 651.00 1

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore. (PWD CSR 2021-22 Vol-2 Pg.No.116 Sl.No.13.7.1) Vol-II 116 13.7.1 Nos. 302.00 302.00 15.10 317.10 1

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter. (PWD CSR 2021-22 Vol-2 Pg.No.116 Sl.No.13.9.1) Vol-II 116 13.9.1 Nos. 257.00 257.00 12.85 269.85 1

Providing and fixing PTMT bib cock of approved quality and colour. . complete as per specifications.(WS & UGD works Vol-II Pg.No.117 It. No. 13.17) 117 13.17 0.00 1

15mm nominal bore, 86 mm long, weighing not less than 88 g Vol-II 117 13.17.1 Nos. 158.00 158.00 7.90 165.90 1

15 mm nominal bore, 122mm long, weighing not less than 99 g Vol-II 117 13.17.2 Nos. 211.00 211.00 10.55 221.55

15 mm nominal bore, 165mm long, weighing not less than 110g Vol-II 117 13.17.3 Nos. 223.00 0.00 223.00 11.15 234.15

15 mm nominal bore, 90 mm long, weighing not less than 93 g Vol-II 117 13.17.4 Nos. 242.00 242.00 12.10 254.10

Providing and fixing PTMT stop cock of approved quality and colour. complete as per specifications.(WS & UGD works Vol-II Pg.No.118 It. No. 13.18.1) Vol-II 118 13.18 0.00 1

15 mm nominal bore, 86mm long, weighing not less than 88g. Vol-II 118 13.18.1 Nos. 131.00 0.00 131.00 6.55 137.55 1

20 mm nominal bore, 89mm long, weighing not less than 88g. Vol-II 118 13.18.2 Nos. 144.00 0.00 144.00 7.20 151.20

Providing and fixing PTMT pillar cock of approved quality and colour: 15 mm nominal bore, 107 mm long, weighing not less than 110 gms (PWD CSR 2021-22 Vol-2 Pg.No.118 Sl.No.13.20.1) Vol-II 118 13.20.1 Nos. 266.00 266.00 13.30 279.30 1

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 9 2 13.31 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall Vol-II 2

40 mm nominal dia Pipes Vol-II 118 13.31.5 Nos. 536.00 536.00 26.80 562.80 1

SO mm nominal dia Pipes Vol-II 118 13.31.5 Nos. 781.00 781.00 39.05 820.05 1

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (PWD CSR 2021-22 Vol-2 Pg.No. Sl.No.13.32) Vol-II 13.32 m 0.00 0.00 0.00 2

15 mm nominal OD pipes Vol-II 13.32.1 m 309.00 309.00 15.45 324.45 1

20 mm nominal OD pipes Vol-II 13.32.2 m 379.00 379.00 18.95 397.95 1

25 mm nominal OD pipes Vol-II 13.32.3 m 477.00 477.00 23.85 500.85 1

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (PWD CSR 2021-22 Vol-2 Pg.No. Sl.No.13.33) Vol-II 13.33 m 0.00 0.00 0.00 2

15 mm nominal OD pipes Vol-II 13.33.1 m 166.00 166.00 8.30 174.30

20 mm nominal OD pipes Vol-II 13.33.2 m 217.00 217.00 10.85 227.85

25 mm nominal OD pipes Vol-II 13.33.3 m 296.00 296.00 14.80 310.80

Providing and placing on terrace, (on all floor levels) polyethylene water storage tanks as per IS 12701 : 1996 with cover and suitable locking arrangements making necessary holes for inlet, outlet and over flow pipes, without fittings and base support for tank. (PWD CSR 2021-22 Vol-2 Pg.No. Sl.No.13.34) Vol-II 13.34 L 9.00 9.00 0.45 9.45 1

CHAPTER-14 : SANITARY INSTALLATIONS 0.00

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (PWD CSR 2021-22 Vol-2 Pg.No.123 Sl.No.14.1.1) Vol-II 123 14.1.1 each 4884.00 0.00 4884.00 244.20 5128.20 1

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : (PWD CSR 2021-22 Vol-2 Pg.No.123 Sl.No.14.2.1) Vol-II 123 14.2.1 each 4838.00 0.00 4838.00 241.90 5079.90 1

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern (PWD CSR 2021-22 Vol-2 Pg.No.123 Sl.No.14.4.1) Vol-II 123 14.4.1 each 4454.00 0.00 4454.00 222.70 4676.70 1

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers. (PWD CSR 2021-22 Vol-2 Pg.No.124 Sl.No.14.7.8) Vol-II 124 14.7.8 each 4113.00 0.00 4113.00 205.65 4318.65 1

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : (PWD CSR 2021-22 Vol-2 Pg.No.126 Sl.No.14.10.1.4) Vol-II 126 14.10.1

Kitchen sink with drain board 510x1040 mm bowl depth 178 mm Vol-II 126 14.10.1.4 each 4409.00 0.00 4409.00 220.45 4629.45 1

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (PWD CSR 2021-22 Vol-2 Pg.No.126 Sl.No.14.7.7) Vol-II 126 14.7

White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap Vol-II 126 14.7.7 each 2099.00 0.00 2099.00 104.95 2203.95 1

Providing and fixing 100 mm sand cast Iron grating for gully trap. (PWD CSR 2021-22 Vol-2 Pg.No.128 Sl.No.14.29) Vol-II 128 14.29 each 47.00 0.00 47.00 2.35 49.35 1

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm (PWD CSR 2021-22 Vol-2 Pg.No.128 Sl.No.14.32.2) Vol-II 128 14.32.2 each 1088.00 0.00 1088.00 54.40 1142.40 1

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. (PWD CSR 2021-22 Vol-2 Pg.No.128 Sl.No.14.40.2) Vol-II 130 14.40.2 each 496.00 0.00 496.00 24.80 520.80 1

CHAPTER-15 : WATER PROOFING

Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof Surface/Chajjas/Sunken portion of WC:Bathroom applied @1.2L/per m2,having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 L/m2, and spreading 60 gsm geotextile between two top coats completely as perspecification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Vol-II 133 15.2 Sqm 737.00 0.00 737.00 36.85 773.85 1

Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.(PWD SOR FOR BUILDINGS 2021-22 Vol-II Pg.No.134 It.No.15.6) Vol-II 134 15.6 Cum 507.00 0.00 507.00 25.35 532.35 1

CHAPTER-19: DISMANTLING & DEMOLITION

Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured): Vol-II 164 19.11 Cum 0.00 0.00 0.00 0.00

In cement mortar Vol-II 164 19.11.2 Cum 469.0 0.00 469.00 23.45 492.45

CHAPTER-20: REPAIRS TO BUILDING

Dubbing out on old irregular walls average 10mm thick and making goodthe surface with cement mortar 1:6 including curing cost of materials,labour, complete as per specifications. Vol-II 182 20.87 Sqm 178.0 0.00 178.00 8.90 186.90

Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. Vol-II 200 20.34.4 Sqm 90.0 0.00 90.00 4.50 94.50

VOLUME-3 [PWD ROAD & BRIDGES]

CHAPTER-2 : SITE CLEARENCE & DISMANTLING 0.00

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. (PWD COMMON SR VOL-3, 2021-22 Pg.No.7 It.No.2.4) 2.4 0.00 1

By Mechanical Means using Dozer, In area of light jungle Vol-III 7 2.5.ii.A 100 Sqm 393.00 0.00 393.00 19.65 412.65 1 3.93

By Mechanical Means using Dozer, In area of Thorny jungle Vol-III 7 2.5.ii.B 100 Sqm 484.00 0.00 484.00 24.20 508.20

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 (PWD works CSR 2021-22 Vol-III Pg.No.8 It.no 2.7) 0.00

Lime Concrete, cement concrete grade M-10 and below Vol-III 8 2.7.A Cum 785.00 0.00 785.00 39.25 824.25

Cement Concrete Grade M-15 & M-20 (By manual means) Vol-III 8 2.7.B Cum 933.00 0.00 933.00 46.65 979.65 1

Cement Concrete Grade M-15 & M-20 (By mechanical means) Vol-III 8 2.8 A Cum 719.00 0.00 719.00 35.95 754.95 1

Rubble stone masonry in cement mortar(By manual means) Vol-III 8 2.10.B Cum 610.00 0.00 610.00 30.50 640.50 1

Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means Vol-III 8 2.11.A Cum 135.00 0.00 135.00 6.75 141.75 1

CHAPTER-3 : EARTHWORK, EROSION CONTROL AND DRAINAGE

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. (PWD COMMON SR VOL-3, 2021-22 Pg.No.15 It.No.3.7) Vol-III 15 3.7 Cum 105.00 0.00 105.00 5.25 110.25 1

CHAPTER-4 : SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS 0.00

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (PWD COMMON SR VOL-3, 2021-22 Pg.No.7 It.No.4.23.B.ii.a) 0.00 1

By Mechanical Means 4.24

Grading-II (53 mm to 22.4 mm) Using Screening Crushable type such as Moorum or Gravel Vol-III 24 4.24.ii.a Cum 2094.00 0.00 2094.00 104.70 2198.70 1

Using Screening Type B (11.2mm agg) Vol-III 24 4.24.ii.b Cum 2406.00 0.00 2406.00 120.30 2526.30 1

CHAPTER-6 : CEMENT CONCRETE PAVEMENT

Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement @ 315 kg/m3 and GGBS@ 105 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing MORTH Specification No. 602 (PWD COMMON SR 2021-22, Vol-3, Pg.No.43 It.No.6.3) Vol-III 43 6.3 Cum 9061.00 0.00 9061.00 453.05 9514.05 1

Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. (PWD COMMON SR 2021-22, Vol-3, Pg.No.50 It.No.6.5) Vol-III 50 6.5 Cum 7839.00 0.00 7839.00 391.95 8230.95 1

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row. Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (PWD COMMON SR 2021-22, Vol-3, Pg.No.71 It.No.9.2.i) Vol-III 43 9.2 Cum 19057.00 0.00 19057.00 952.85 20009.85 1

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (PWD COMMON SR 2021-22, Vol-3, Pg.No.71 It.No.9.3) Vol-III 43 9.3 Cum 79011.00 0.00 79011.00 3950.55 82961.55 1

CHAPTER-8 : TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) 0.00 0.00 0.00

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting Vol-III 67 8.18 807 each 748 748.00 37.40 785.40

CHAPTER-10 : MAINTENANCE OF ROADS 0.00 0.00 0.00

Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause (PWD works CSR 2021-22 Vol-III Pg.No.75 It.no 3004.2) Vol-III 75 10.4 3004.2 Cum 157.00 0.00 157.00 7.85 164.85 1

CHAPTER-12 : SUB-STRUCTURE OF BRIDGES 0.00 0.00 0.00

Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Vol-III 117 12.3 0.00 0.00 0.00

A.Granular material A cum 1168.00 1168.00 58.40 1226.40

B.Sandy material B cum 3049.00 3049.00 152.45 3201.45

CHAPTER-13 : SUB STRUCTURE 0.00 0.00 0.00

Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and MORTH Specification No.1600 & 2200 (PWD SR 2021-22 Pg.No.99 It.No.13.1 Vol-III) Vol-III 75 13.1 Section 1600 & 2200 Tonne 83780.00 0.00 83780.00 4189.00 87969.00 1

CHAPTER-14 : SUPER STRUCTURE

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (PWD COMMON SR VOL-3, 2021-22 Pg.No.103 It.No.14.5) Vol-III 103 14.5 m 2329.00 0.00 2329.00 116.45 2445.45 1

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (PWD COMMON SR VOL-3, 2021-22 Pg.No.111 It.No.16.4) Vol-III 103 16.4 cum 1912.00 0.00 1912.00 95.60 2007.60 1

CHAPTER-20 : PRED ITEMS

Surface Drains in Ordinary Rock Construction of unlined surface drain of average crosssectional area 0.4 m2 in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. (PWD COMMON SR VOL-3, 2021-22 Pg.No.132 It.No.20.9.A & B) 20.9 1

Mechanical Means Vol-III 132 20.9.B 307.00 m 38.00 0.00 38.00 1.90 39.90 1

Roller Compacted Concrete Pavement Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25mm with minimum aggregate cement ratio of 5:1 mm and with minimum cemnt content of 310 kg per m3, aggregate gradation to be as per Table 1500.3 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502 (PWD CSR 2021-22 Vol-3 Pg.No.134 St.No.20.15, MORD 1502) Vol-III 134 20.15 1502.00 Sqm 7047.00 0.00 7047.00 352.35 7399.35

Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1907. (PWD CSR 2021-22 Vol-3 Pg.No.135 SL.No.20.19, MORD 1907) Vol-III 135 20.19 1907 Sqm 318.00 0.00 318.00 15.90 333.90

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (PWD SOR FOR ROADS & BRIDGES 2021-22 Vol-III Pg.No.137 It.No.20.28) Vol-II 137 20.28 cum 6374.0 0.00 6374.00 318.70 6692.70 1

CHAPTER-21 : OTHER ITEMS

Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804. (PWD works CSR 2021-22 Vol-III Pg.No.151 SI.no 4) Vol-III 151 4 Morth 804 Cum 9000.00 0.00 9000.00 450.00 9450.00 1

VOLUME-4A [WRD]

Cutting open existing bund by manual means and forming temperary diversion channel including placing the excavated soil in specified dump area or as directed with all lead and lifts. (Vol-4, Part-B, MI SR 2021-22, Pg.No.38, Sl.No.6.5) Vol-IV 38 6.5 cum 394.00 394.00 19.70 413.70

VOLUME-4B [MI&GWD]

Providing cut-off trench filling using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller and all other ancillary operations complete. Vol-IV 41 2.28 cum 517.00 0.00 517.00 25.85 542.85

Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete. Vol-IV 47 3.30 cum 629.00 0.00 629.00 31.45 660.45

Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials, labour, laying and joining as per specifications and all other ancillary operations complete. Vol-IV 53 3.36 sqm 0.00 0.00 0.00 0.00

Using 500 micron thick LDPE sheet. 3.36.1 sqm 181.00 181.00 9.05 190.05

Using 750 micron thick LDPE sheet. 3.36.2 sqm 262.00 262.00 13.10 275.10

Using 1000 micron thick LDPE sheet 3.36.3 sqm 344.00 344.00 17.20 361.20

Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in pump house including cost of all materials,machinery, labour,cutting, aligning,welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specification and approved drawings. Vol-IV 86 6.38 T 212100.00 212100.00 10605.00 222705.00 1

Providing and constructing 450 mm thick hand packed rough stonerevetment consisting of 300 mm thick rough stones with 400 to 450 mmlong through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all lead and lifts.( COMMON SR Vol-4 2021-22 Pg.No. 19 I.No. 1.8) Vol-IV 19 1.80 sqm 695.00 695.00 34.75 729.75 1

Erection, testing, commissioning and trial running of centrifugal pump and motor with all accessories necessary for satisfactory running of pump including cost of all materials, machinery, labour etc., completeas per terms and conditions of contract. (CSR SR 2021-22 Pg.No.27 It.No.4.12 ) Vol-IV 27 4.12 Each 0.00 0.00 0.00 1

15 to 30 hp with all accessories Vol-IV 27 4.12.a Each 18550.00 18550.00 927.50 19477.50

More than 30 upto 50 hp with all accessories Vol-IV 27 4.12.b Each 30200.00 30200.00 1510.00 31710.00 1

More than 50 upto 75 hp with all accessories Vol-IV 27 4.12.c Each 45550.00 45550.00 2277.50 47827.50

More than 75 upto 100 hp with all accessories Vol-IV 27 4.12.d Each 67500.00 67500.00 3375.00 70875.00

More than 100 upto 150 hp with all accessories Vol-IV 27 4.12.e Each 84850.00 84850.00 4242.50 89092.50

Erection, testing, commissioning and trial running of turbine pumpand motor with all accessories necessary for satisfactory running ofpump including cost of all materials, machinery, labour etc., complete asper terms and conditions of contract (CSR SR 2021-22 Pg.No.27 It.No.4.13 ) Vol-IV 27 4.13 Each 0.00 0.00 0.00 1

15 to 30 hp with all accessories Vol-IV 27 4.13.a Each 30100.00 30100.00 1505.00 31605.00

More than 30 upto 50 hp with all accessories Vol-IV 27 4.13.b Each 41600.00 41600.00 2080.00 43680.00 1

More than 50 upto 75 hp with all accessories Vol-IV 27 4.13.c Each 64750.00 64750.00 3237.50 67987.50

More than 75 upto 100 hp with all accessories Vol-IV 27 4.13.d Each 87250.00 87250.00 4362.50 91612.50

More than 100 upto 150 hp with all accessories Vol-IV 27 4.13.e Each 107200.00 107200.00 5360.00 112560.00 1

More than 150 upto 200 hp with all accessories Vol-IV 27 4.13.f Each 146850.00 146850.00 7342.50 154192.50

De-silting tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation including cost of all machinery, labour etc., complete with lead upto 50 m and all lifts. (PWD COMMON SR 2021-22 MI&GWD Vol-4, P.No.40, I.No. 6.13) Vol-IV 40 6.13 cum 54.00 0.00 54.00 2.70 56.70 1

Providing hearting embankment for breached / damaged portion of canal using selected approved impervious soil in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, sectioning sides / edges, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller or pneumatic / vibrating plate compactors with all other ancillary operations complete. Vol-IV 103 8.17.1 cum 548.00 0.00 548.00 27.40 575.40 1

VOLUME-5 [WSS & UGD CSR]

BASIC RATES MATERIAL AND USAGE CHARGES OF MACHINERY MAT code 0.00

63 mm dia HDPE End Cap with Pipe of 0.2 m length Vol-V 3 92 5813 Each 85.00 85.00 85.00 1

63 mm Electro fusion Elbow Vol-V 3 93 5920 Each 247.00 247.00 247.00

75 mm Electro fusion Elbow Vol-V 3 97 5921 Each 288.00 288.00 288.00

90 mm Electro fusion Elbow Vol-V 3 105 5922 Each 453.00 453.00 453.00

63 mm Electro fusion Tee Vol-V 3 94 5917 Each 246.00 246.00 246.00 1

75 mm Electro fusion Tee Vol-V 3 98 5918 Each 358.00 358.00 358.00

90 mm Electro fusion Tee Vol-V 3 106 5919 Each 528.00 528.00 528.00

75 X 63 mm Electro fusion Reducer Vol-V 3 99 5925 Each 281.00 281.00 281.00

90 X 63 mm Electro fusion Reducer Vol-V 4 108 5924 Each 442.00 442.00 442.00

90 X 75 mm Electro fusion Reducer Vol-V 4 109 5923 Each 504.00 504.00 504.00 1

MDPE pipe grade PE80 6kg/cm2,5.3mm thick Vol-V 31 1084 3595 m 142.00 142.00 142.00 1

Providing & fixing MS flange 100mm dia & 8 mm thick (WS & UGD works CSR 2021-22 Vol-V Pg.No 32 SL No 1108,MAT. Code.4154 ) Vol-V 32 1108 4154 No 283.00 283.00 283.00 1

Supplying Multijet water meters. complete, with all lead and lift. 0 0.00 0.00 0.00 1

CHAPTER- 2 : ROAD CUTTING AND BEDDING

Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications. (WS & UGD works Vol-V Pg.No.63 SOR Code.A105A ) 63 A150 1

By manual Means

Cutting Macadam Road Surface Vol-V 63 3.30 Cum 876.00 876.00 43.80 919.80 1

Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. Vol-V 63 3.30 Cum 1247.00 1247.00 62.35 1309.35 1

By mechanical means

Cutting Macadam Road Surface Vol-V 63 3.30 Cum 53.00 53.00 2.65 55.65 1

Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. Vol-V 63 3.30 Cum 322.00 322.00 16.10 338.10 1

Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. Vol-V 63 3.30 Cum 563.00 563.00 28.15 591.15 1

Providing murrum bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with(WS & UGD works Vol-V Pg.No.63 SOR Code.A107B ) Vol-V 63 A107B Cum 365.00 365.00 18.25 383.25 1

Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (WS & UGD works Vol-V Pg.No.64 SOR Code.A130A ) Vol-V 64 A130A Cum 1143.00 1143.00 57.15 1200.15 1

CHAPTER- 3 : WATER SUPPLY WORKS

Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valveshould be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles,PE 100 black color pipie of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for following diameters: (for minimum length of 2m) FHTC 0 2.21 0.00

Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10 (WS & UGD works CSR 2021-22 Vol-V Pg.No.71 SOR. Code.B077E ) 2.23 0.00 0.00 0.00 0.00 1

Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For Class 150 B076 0.00 0.00 0.00 0.00 1

Supply and Fixing of Cast Steel Double Flanged Dual plate check valve Class 150 Conforming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead and lift. The rates are inclusive of cost of Bolts and Nuts.(RDW&S CIRCLE BGM SR 2019-20 Pg.No. 331 It.No.15.106 ) B077 0.00 0.00 0.00 0.00 1

350mm - Class 301

350mm - Class 302

350mm - Class 303

Supplying and fixing Wafer type single flange Butterfly valve conforming to relevant IS 13099/9991 EN GGG40/50 with latest amendments as detailed below of the following diameter and types with TP set and conveying to work site, loading and unloading, stacking etc. with all lead and lift. The rate is inclusive of the cost of valve, TP set, bolts and nuts and excluding earth work.(Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.). For PN 10.0 B078 0.00 0.00 0.00 0.00 1

Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 10.0 75 B085 0.00 0.00 0.00 0.00 1

Supplying and fixing surface box of required dia. and size with synthetic lid for valves or spindle rods. The surface box should be usable for 50 to 400mm dia. valves, PN 10 / 16 and will consist of lid, housing, locking clip, notched bolt, cross bar, washer and torque nut. Vol-V 78 B097A each 3403.00 0.00 3403.00 170.15 3573.15 1

Supply and fixing of DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) For PN 10.0 Vol-V 77 B091 0.00 0.00 0.00 0.00

do- DI Double Flanged Eccentric Butterfly Valve For PN 10.0

Supply and fixing of ductile iron double flanged swing check vavles with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seat faces with nickel overlay micro -finished/ Integral seat with body and disc in Ductile Iron in GGG 40/50 shaft of stainless steel and bearings of zinc free bronze and surface protection with epoxy liquid of GSK quality. For PN 10.0) 78 2.48 0.00 0.00 0.00 0.00

CHAPTER-5 : DUCTILE IRON (DI) PIPES 0.00

Providing and laying Ductile Iron pipes of class ----- conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 85 4.10 0.00 1

Supplying and fixing of DI specials with ISI mark confoming to IS 9523 / 2000 suitable for jointing 100 mm to 600 mm dia DI pipes coated with rust prevention coatings as below: NOTE: A) External coating: a) Metalic zinc with finishing layer of bituminous as per Annexure “A” of IS:9523/2000 b) Zinc rich paint with finishing layer of bituminous as per Annexure “A” of IS:9523 / 2000 c) Bituminous paint as per Annexure “C” of IS:9523 / 2000 B) Internal Lining: a) Portaland Cement (with or without additives) mortar as per Annexure - “B” of IS:9523/2000 b) Cement Mortar with coat coat as per Annexure “B” of IS:9523 / 2000 c) Bituminous paint as per Annexure “C” of IS:9523 / 2000 (WS & UGD works CSR 2021-22 Vol-V Pg.No.88, SOR. Code.B080 ) Vol-V 88 4.70 Kg 188.00 0.00 188.00 9.40 197.40 1

Supplying and fixing of DI specials with ISI mark confoming to IS 9523 / 2000 suitable for jointing 100 mm to 600 mm dia DI pipes coated with rust prevention coatings as below:(WS & UGD works CSR 2021-22 Vol-V Pg.No.88 SOR. Code.EO8OA) Vol-V 88 5.30.1 Kg 188.00 0.00 188.00 9.40 197.40 1

CHAPTER-6 : MILD DTEEL (MS) PIPES AND SPECIALS 0.00 0.00 0.00 1

Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing) Note: a) No Negative tolerance in respect of thickness is pemissible.b) Basic Cost of MS Plate is considered as Rs.68,200.00 per MT. The bare pipe cost worked out is Rs. 77.59/kg weight/m of pipec) The pipe costs are FOR destination anywhere in Karnataka.For MS Pipes of 219mm dia: Vol-V 90 F010 0.00 0.00 0.00 0.00 0.00 1

Manufacturing, providing, transporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing) for Pipe bends,branches, tail pieces, reducers etc. : Note: 1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works. Vol-V 98 F370 0.00 0.00 0.00 0.00 0.00 1

for upto 500mm dia pipes Vol-V 99 F370A Kg 170.00 0.00 170.00 8.50 178.50 1

for above 500mm dia pipes Vol-V 99 F370B Kg 155.00 0.00 155.00 7.75 162.75

CHAPTER-8 : RCC OVER HEAD TANKS

Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: (PWD CSR 2021-22 / Vol-5/Pg No.111, SR. Code H110A) H110 0.00 0.0 0.00 1

Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. (WS & UGD works CSR 2021-22 Vol-V Pg.No 111 SOR. Code.H120A ) H120 0.00 0.0

For over head tanks upto 2.5 lakhs capacity. Vol-V 111 7.2.1 Each 6412.00 0.00 0.0 6412.00 320.60 6732.60 1

For over head tanks 2.5 to 5.0 lakhs capacity. Vol-V 111 7.2.2 Each 9129.00 0.00 0.0 9129.00 456.45 9585.45 1

For over head tanks 5 to 10 lakhs capacity. Vol-V 111 7.2.3 Each 10799.00 0.00 0.0 10799.00 539.95 11338.95

Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. Vol-V 111 7.30 Each 2140.00 0.00 0.0 2140.00 107.00 2247.00 1

Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Vol-V 111 7.40 Each 835.00 1 Capcity of ELSR Plate Length

Enamelled guage plate for 1.50 M height Vol-V 111 7.4.1 Each 3733.00 0.00 0.0 3733.00 186.65 3919.65 1 0.10 1.650

Enamelled guage plate for 2.00 M height Vol-V 111 7.4.2 Each 4839.00 0.00 0.0 4839.00 241.95 5080.95 0.15 1.330

Enamelled guage plate for 2.50 M height Vol-V 111 7.4.3 Each 5958.00 0.00 0.0 5958.00 297.90 6255.90 0.20

Enamelled guage plate for 3.00 M height Vol-V 111 7.4.4 Each 6375.50 0.00 0.0 6375.50 318.78 6694.28 1 0.25 2.300

Enamelled guage plate for 3.50 M height Vol-V 111 7.4.5 Each 6793.00 0.00 0.0 6793.00 339.65 7132.65 1 0.30

Enamelled guage plate for 4.00 M height Vol-V 111 7.4.6 Each 7210.50 0.00 0.0 7210.50 360.53 7571.03 0.50 2.250

Enamelled guage plate for 4.50 M height Vol-V 111 7.4.7 Each 7628.00 0.00 0.0 7628.00 381.40 8009.40 0.75

Enamelled guage plate for 5.00 M height Vol-V 111 7.4.8 Each 8045.50 0.00 0.0 8045.50 402.28 8447.78 1 1.00 3.050

Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete. PWD CSR 2021-22 / Vol-5/Pg No.112, SR. Code H160) 112 H160 0.00 0.00 0.00 0.00 1 2.00

Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (WS & UGD works CSR 2021-22 Vol-V Pg.No.112 SOR. Code.H170 ) 112 H170 0.00 0.00 0.00 0.00 1

Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. 113 7.70 0.00 0.0 0.00 0.00 0.00 1

Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post). (PWD CSR 2021-22 / Vol-5/Pg No.113, SR. Code H230A) Vol-V 114 H230A Cum 1327.00 0.00 0.0 1327.00 66.35 1393.35 1

Supplying, of DI flanged pipe conforming to IS 8329 : 2000 with latest amendments with Cement Mortar Lining (CML) with Portland Slag Cement as per IS 455:1989 and Metallic Zinc Coating as per annexure A of IS 8329 with finishing layer of Bituminous Coating as per Annex C of IS 8329 and Flanges: Metallic zinc rich epoxy paint & Bituminous Coating, laying true to line and hoisting in position and aligning to correct plumb including cost of jointing material, conveying to work spot with all lead and lifts etc., complete. For PN 10: (PWD CSR 2021-22 / Vol-5/Pg No.94, SR. Code H240C) Vol-V 94 H240 Cum 0.00 0.0 0.00 0.00 0.00 1

Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: Vol-V H260 0.00 1

Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete (WS & UGD works CSR 2021-22 Vol-V Pg.No.115 SOR. Code.H270 ) Vol-V 115 H270 No 5100.00 0.00 5100.00 255.00 5355.00 1

CHAPTER-9 :GORUND LEVEL SERVICE RESERVOIRS

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat (WS & UGD works CSR 2021-22 Vol-V Pg.No 118 SOR. Code.I 140 A ) Vol-V 118 I140A No 480.00 0.00 0.00 480.00 24.00 504.00 1

CHAPTER-11 : HDPE WORKS

Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete.Upto 110mm dia Coil shall be used. (Contractor will make his own arrangements for procuring water for testing) (WS & UGD works CSR 2021-22 Vol-V Pg.No.121 SOR. Code.K010 ) 121 K010 0.00 1

PE80 (PN 10.0 / 10 Kg/cm2)

PE100 (PN 8.0 / 8 Kg/cm2)

For Grade PE100 PN12.5 :

For Grade PE100 PN16.0 :

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) (WS & UGD works CSR 2021-22 Vol-V Pg.No.130 SOR.Code.K140) 130 K140 0.00 1

HDPE Electro fusion coupler 0.00 1

HDPE Electro fusion Tee 0.00 1

HDPE Electro fusion elbow 0.00 1

HDPE Electro fusion Reducers 0.00 1

Supply and fixing of HDPE water meter box with locking arrangementto protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC =1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal ofexcess earth with all lead and lifts with appurtenances complete as perdrawing enclosed. Vol-V 133 K200A No 509.00 0.00 0.00 509.00 25.45 534.45 1

CHAPTER-12 : PVC PIPE WORKS 1

Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: (WS & UGD works CSR 2021-22 Vol-V Pg.No.134 SOR.Code.M010) M010 0.00 0.00 0.00 1

PVC PIPES OF 4 Kg./Cm2 Vol-V 0.00 0.00 0.00

RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm Vol-V 136 M070A each 16401.00 0.00 16401.00 820.05 17221.05 1

Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. [RDW&S SR- 2019-20 KLB Circle, Pg No-93 It No.-10.16] Vol-V 136 M080A each 1882.00 0.00 1882.00 94.10 1976.10 1

Supply and delivery at site special moulded variety PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments M130 0.00 0.00 0.00 0.00

CHAPTER-13 : GI PIPE WORKS

Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe (WS & UGD works CSR 2021-22 Vol-V Pg.No.142 SOR. Code.N020 ) 0.00 1

For Light Duty GI pipe: 142 11.10

Light Duty GI pipe of 15mm dia Vol-V 142 11.1.1 Rmt 183.00 0.00 183.00 9.15 192.15

Light Duty GI pipe of 20mm dia Vol-V 142 11.1.2 Rmt 212.00 0.00 212.00 10.60 222.60

Light Duty GI pipe of 25mm dia Vol-V 142 11.1.3 Rmt 270.00 0.00 270.00 13.50 283.50

Light Duty GI pipe of 32mm dia Vol-V 142 11.1.4 Rmt 311.00 0.00 311.00 15.55 326.55

Light Duty GI pipe of 40mm dia Vol-V 142 11.1.5 Rmt 382.00 0.00 382.00 19.10 401.10

Light Duty GI pipe of 50mm dia Vol-V 142 11.1.6 Rmt 473.00 0.00 473.00 23.65 496.65

Light Duty GI pipe of 65mm dia Vol-V 142 11.1.7 Rmt 615.00 0.00 615.00 30.75 645.75

Light Duty GI pipe of 80mm dia Vol-V 142 11.1.8 Rmt 712.00 0.00 712.00 35.60 747.60

Light Duty GI pipe of 100mm dia Vol-V 142 11.1.9 Rmt 974.00 0.00 974.00 48.70 1022.70

For Medium Duty GI pipe: 11.20 0.00 0.00 0.00 1

Medium Duty GI pipe of 15mm dia Vol-V 142 11.2.1 Rmt 197.00 0.00 0.00 197.00 9.85 206.85 1

Medium Duty GI pipe of 20mm dia Vol-V 142 11.2.2 Rmt 277.00 0.00 0.00 277.00 13.85 290.85

Medium Duty GI pipe of 25mm dia Vol-V 143 11.2.3 Rmt 302.00 0.00 0.00 302.00 15.10 317.10

Medium Duty GI pipe of 32mm dia Vol-V 144 11.2.4 Rmt 355.00 0.00 0.00 355.00 17.75 372.75 1

Medium Duty GI pipe of 40mm dia Vol-V 145 11.2.5 Rmt 409.00 0.00 0.00 409.00 20.45 429.45

Medium Duty GI pipe of 50mm dia Vol-V 146 11.2.6 Rmt 548.00 0.00 0.00 548.00 27.40 575.40

Medium Duty GI pipe of 65mm dia Vol-V 147 11.2.7 Rmt 669.00 0.00 0.00 669.00 33.45 702.45

Medium Duty GI pipe of 80mm dia Vol-V 148 11.2.8 Rmt 827.00 0.00 0.00 827.00 41.35 868.35 1

Medium Duty GI pipe of 100mm dia Vol-V 149 11.2.9 Rmt 1157.00 0.00 0.00 1157.00 57.85 1214.85 1

For Heavy Duty GI pipe: 11.30 0.00 0.00 0.00

Heavy Duty GI pipe of 15mm dia Vol-V 142 11.3.1 Rmt 216.00 0.00 0.00 216.00 10.80 226.80

Heavy Duty GI pipe of 20mm dia Vol-V 142 11.3.2 Rmt 246.00 0.00 0.00 246.00 12.30 258.30

Heavy Duty GI pipe of 25mm dia Vol-V 143 11.3.3 Rmt 334.00 0.00 0.00 334.00 16.70 350.70

Heavy Duty GI pipe of 32mm dia Vol-V 144 11.3.4 Rmt 399.00 0.00 0.00 399.00 19.95 418.95

Heavy Duty GI pipe of 40mm dia Vol-V 145 11.3.5 Rmt 463.00 0.00 0.00 463.00 23.15 486.15

Heavy Duty GI pipe of 50mm dia Vol-V 146 11.3.6 Rmt 630.00 0.00 0.00 630.00 31.50 661.50

Heavy Duty GI pipe of 65mm dia Vol-V 147 11.3.7 Rmt 772.00 0.00 0.00 772.00 38.60 810.60

Heavy Duty GI pipe of 80mm dia Vol-V 148 11.3.8 Rmt 933.00 0.00 0.00 933.00 46.65 979.65 1

Heavy Duty GI pipe of 100mm dia Vol-V 149 11.3.9 Rmt 1301.00 0.00 0.00 1301.00 65.05 1366.05 1

Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. N090 0.00

For 15 mm dia GI collar: Vol-V 143 N090A Each 59.00 0.00 59.00 2.95 61.95

For 32 mm dia GI collar: Vol-V 143 N090D Each 176.00 176.00 8.80 184.80

Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: N100 0.00 0.00 1

For 15 mm dia GI elbow Vol-V 144 N100A each 59.00 0.00 59.00 2.95 61.95 1

For 32 mm dia GI elbow Vol-V 144 N100D each 160.00 160.00 8.00 168.00

Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI bend confirming to IS 1239-II, 1991 with latest amendments if any N110 0.00 1

For 15 mm dia GI BEND Vol-V 144 N110A Each 99.00 0.00 99.00 4.95 103.95

For 32 mm dia GI BEND Vol-V 145 N110D Each 206.00 206.00 10.30 216.30

Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any.(WS & UGD works Vol-V Pg.No.145 SOR Code.N150A ) N150 0.00 1

For 15 mm dia GI Union Vol-V 145 N150A Each 84.00 0.00 84.00 4.20 88.20 1

For 32 mm dia GI Union Vol-V 146 N150D Each 190.00 190.00 9.50 199.50

CHAPTER-14 : BORE WELL AND HAND PUMP 0.00

Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) O010 0.00 0.00 0.00

Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. Vol-V 151 O040A Each 5141.00 0.00 5141.00 257.05 5398.05

Cleaning of borewells including yield testing of borewell either using slow or fast rigs for not more than 2 hours at the final depth with a minimum working of 2 hours continuously with air compressor or suitable pump as per specification, including the cost of transportation charges, crew charges, cost of consumables etc. complete (WS & UGD works CSR 2021-22 Vol-V Pg.No.151 No.5 SOR. Code-O050A) Vol-V 151 5 O050A each 18393.00 0.00 18393.00 919.65 19312.65

Hydrofracturing of 146 to 152 mm dia. borewell by using hydrofracturing unit using single packer with minimum of two fractures including transporation of unit, supporting vehicles, crew charges, cost of consumables and yield testing of borewell one hour at once before fracturing and the other after fracturing. The work to be within a radius of 50 kms and including supplying necessary water for fracturing etc. complete. (WS & UGD works CSR 2021-22 Vol-V Pg.No.152 No.8 SOR. Code-O080A) Vol-V 152 8 O080A each 25019.00 0.00 25019.00 1250.95 26269.95

Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar Medium duty. Vol-V 154 O160A m 1933.00 0.00 1933.00 96.65 2029.65

Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments. (WS & UGD works CSR 2021-22 Vol-V Pg.No.154 SOR. Code.O170A) Vol-V 154 O170A m 150.00 0.00 150.00 7.50 157.50

CHAPTER-15 : SUBMERSIBLE PUMPSETS AND REPLACEMENT OF PARTS 0.00

Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.(WS & UGD works CSR 2021-22 Vol-V Pg.No.161 No 22.3, SOR. Code.P230C) 161 P230 0.00 0.00 0.00 1

Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments (WS & UGD works CSR 2021-22 Vol-V Pg.No.162 No 26.2, SOR. Code.P240B) 161 P240 0.00 0.00 0.00 0.00

Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments (WS & UGD works CSR 2021-22 Vol-V Pg.No.162 No 27.1, SOR. Code.P250A) 162 P250 0.00 0.00 0.00 0.00 1

Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments(WS & UGD works CSR 2021-22 Vol-V Pg.No.162 No 28.1, SOR. Code.P260A) 162 P260 0.00 0.00 0.00 0.00 1

Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter (WS & UGD works CSR 2021-22 Vol-V Pg.No.162 No 29.1, SOR. Code.P270B) 162 P270 0.00 0.00 0.00 0.00 1

Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (WS & UGD works CSR 2021-22 Vol-V Pg.No.162 No 31 ,SOR. Code.P290A) Vol-V 162 P290A KVAR 550.00 0.00 550.00 27.50 577.50 1

Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.(WS & UGD works CSR 2021-22 Vol-V Pg.No.162 No 30, SOR. Code.P300A) Vol-V 162 P300A per 3 Poles 1150.00 0.00 1150.00 57.50 1207.50 1

Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) (WS & UGD works CSR 2021-22 Vol-V Pg.No.162 No 33.4, SOR. Code.P310C) 162 P310 0.00 0.00 0 0 1

Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments. (WS & UGD works CSR 2021-22 Vol-V Pg.No.163 No 34, SOR. Code.P320A) Vol-V 163 P320A Mtr 550.00 0.00 550.00 27.50 577.50 1

Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (WS & UGD works CSR 2021-22 Vol-V Pg.No.163 No 38, SOR. Code.P360A) Vol-V 163 P360A Job 6500.00 0.00 6500.00 325.00 6825.00 1

Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. (WS & UGD works CSR 2021-22 Vol-V Pg.No.163 No 39, SOR. Code.P370A) Vol-V 163 P370A Job 1350.00 0.00 1350.00 67.50 1417.50 1

Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. Vol-V 163 P380A Job 1450.00 0.00 1450.00 72.50 1522.50 1

Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. (WS & UGD works CSR 2021-22 Vol-V Pg.No.163 No 41.1 SOR. Code.P390A) 163 P390 0.00 0.00 0.00 0.00

Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (WS & UGD works CSR 2021-22 Vol-V Pg.No.163 No 42, SOR. Code.P400A) Vol-V 163 P400A Rmt 135.00 0.00 135.00 6.75 141.75 1

Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (WS & UGD works CSR 2021-22 Vol-V Pg.No.164 No 43, SOR. Code.P410A) Vol-V 164 P410A Rmt 85.00 0.00 85.00 4.25 89.25 1

Providing,Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. (WS & UGD works CSR 2021-22 Vol-V Pg.No.164 No 44.1, SOR. Code.P420A) 164 P420 0.00 0.00 0.00 0.00

Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Vol-V 164 P430A Job 3750.00 0.00 3750.00 187.50 3937.50 1

Supply and delivery at site brand new best make pressure guage suitable for centrifugal pump confirming to latest IS standards.(WS & UGD works CSR 2021-22 Vol-V Pg.No.164 No 47.1, SOR. Code.P450A) 164 P450 0.00 0.00 0.00 0.00 1

Supply and delivery at site brand new best make starter/ control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments.(WS & UGD works CSR 2021-22 Vol-V Pg.No.162 No 49.1, SOR. Code.P470A) 165 P470 0.00 0.00 0.00 0.00 1

Upto 7.5 HP Centrifugal Pump Vol-V 165 P470A Each 9500.00 0.00 9500.00 475.00 9975.00 1

7.5 to 10 HP Centrifugal Pump Vol-V 165 P470B Each 15550.00 0.00 15550.00 777.50 16327.50

10 to 12 HP Centrifugal Pump Vol-V 165 P470C Each 35650.00 0.00 35650.00 1782.50 37432.50 1

Supply, delivery, erection and commissioning at site lighting distribution board suitable for monoblock centrifugal pump confirming with ISI mark and its latest amendments. (WS & UGD works CSR 2021-22 Vol-V Pg.No.165 No 50 SOR. Code.P480A) Vol-V 165 P480A Each 3500.00 0.00 3500.00 175.00 3675.00 1

Supply, delivery, erection and commissioning at site ELCB suitable for monoblock centrifugal pump confirming with ISI mark and its latest amendments (WS & UGD works CSR 2021-22 Vol-V Pg.No.165 No 51 SOR. Code.P490A) Vol-V 165 P490A Each 4117.00 0.00 4117.00 205.85 4322.85 1

Supplying and fixing LT cable of size 4 x 25 Sqm suitable for centrifugal pump sets with ISI mark and its latest amendments(WS & UGD works CSR 2021-22 Vol-V Pg.No.165 No 52 SOR. Code.P500A) Vol-V 165 P500A Rmt 562.00 0.00 562.00 28.10 590.10 1

Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump upto 10HP confirming with ISI mark and its latest amendments (WS & UGD works CSR 2021-22 Vol-V Pg.No.165 No 53 SOR. Code.P510A) Vol-V 165 P510A Rmt 1750.00 0.00 1750.00 87.50 1837.50 1

Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump above 12.50HP confirming with ISI mark and its latest amendments.(WS & UGD works CSR 2021-22 Vol-V Pg.No.165 No 54 SOR. Code.P520A) Vol-V 166 P520A Rmt 2200.00 0.00 2200.00 110.00 2310.00

CHAPTER-16 : BULKFLOW METERS 0.00

Supply and fixing of Horizontal Mechanical Woltman type hemetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1: 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS. The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected , stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alams on blocked meter, flow rate above limit, pressure below or above limits. (WS & UGD works CSR 2021-22 Vol-V Pg.No.179 SOR. Code.R090 ) 179 R090 0.00 0.00 0.00 1

CHAPTER-18 : SANITARY WORKS 0.00

Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.(WS & UGD works CSR 2021-22 Vol-V Pg.No.185 SOR. Code.T050 ) Vol-V 185 T050 0.00 0.00 0.00 0.00 1

RCC NP3 Class pipe of 300 mm dia. Vol-V 185 T050B m 1332.00 0.00 1332.00 66.60 1398.60 1

RCC NP3 Class pipe of 450 mm dia. Vol-V 185 T050E m 2353.00 0.00 2353.00 117.65 2470.65 1

RCC NP3 Class pipe of 600 mm dia. Vol-V 185 T050E m 3140.00 0.00 3140.00 157.00 3297.00 1

CHAPTER-19 : TRENCHLESS WORKS 0.00

Excavation for ramming / jacking pits and receiving pit. The work includes cutting of asphalted/ concrete surface, excavation in all types of soil and strata, dewatering, disposal of debris, refiling the trenches with consolidation, restoration of road surface to normal surface by concreting/asphalting etc., complete. (WS & UGD works CSR 2021-22 Vol-V Pg.No 207, No 1.1, SOR. Code.U001A) Vol-V 207 U001 0.00 0.00 0.00 0.00 1

Installation of product pipe by manual jacking method - Manufacturing, providing, transporting, rolling, lowering, laying & jointing, testing, commissioning of ERW (Electric Resistance Welded), SAW (Submerged Arc Welded) MS pipe (Fe-410 grade) conforming to IS 3589-2001 with latest amendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lea., lift, cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of MS carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint. Installation of steel pipe by Ramming / Jacking method to cross Railway track / NH /BDA /BBMP/Other roads/Existing utilities / NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers 0f HDP/MS or other similar material should be provided in between carrier & casing pipe to prevent carrier pipe forming metallic contact with casing pipe. The rates are inclusive of all taxes and duties. Note : a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate and provision shall be made as per site requirement c. The cost of Jacking includes all leads lifts, co t of consumables, fuel charges, labour and Taxes and duties. d. The cost of jacking and receiving pits shall be proposed separately as per site requirement.(WS & UGD works CSR 2021-22 Vol-V Pg.No 207, No 1.1, SOR. Code.U005A) Vol-V 207 U005 0.00 0.00 0.00 0.00 1

Bed Concrete Jacking of 600 mm dia & 10 mm thick M.S. Casing Pipe. Vol-V 208 U005A m 29598.00 0.00 -3.00% -887.94 28710.06 1435.50 30145.56 1

CHAPTER-20 : MAINTENANCE WORKS 0.00 1

Cleaning of Water Storage Tank or Sump by following method: (1) Empty theTank/ Sump and make it to near dry, (2) Apply bleaching powder uniformally (@Tank capacity x 0.5 gms/litre) inside the Tank/ Sump and wait for one hour, (3)After one hour, clean/ rinse the Tank/ Sump with fresh water. Repeat the process (2) & (3) for two to three times, all complete, as directed by the Engineer-incharge. (WS & UGD works CSR 2021-22 Vol-V Pg.No.210 SOR. Code.V010D) Vol-V 210 V010D m 1.00 0.00 1.00 0.05 1.05 1

VOLUME-6 [KPTCL,ESCOMS & PWD ELECTRICAL

Assistant Executive Engineer Executive Engineer

RDW & S Sub Division Haveri RDW & S Division Haveri

0.80 cover #REF!

Opening Vent Pipe INSPECTION CHAMBER

0.15 thick slab

SIZE STONE MASONARY IN 1:6 CM

#REF! #REF! #REF!

0.20 0.45 1.50 SIZE STONE MASONARY IN MUD MORTAR

Name of work: Providing Water Supply and UGD Facilities to newly devoloped private layout in R.Sy. No.119/1+2+5 (3 Acre 00 Gunta 00 Aane) of Gokak Town

Nippani 415.00 Mtr 444 1.07

Total Length= 415.00 Mtr

Population/m= 1.07

Particulars of Sewer Manholes Distance in m Population on the section Total Population TotalSewageflow=PFx110LPCDxTotal Population Pipe Dia required in mm Pipe Material Mannings Coefficient Grade or slope 1 in Vel (Vf) in m/s Discharge in LPS (Qf) Qa/Qf d/D Va/Vf VA in MPS Ground Level Pipe loss Actual Full Velocity (Vf) wrt Grade Actual Grade 1 in Invert Level Excavation Depth in m

Upper MH Lower MH Peak factor LPD LPS (Qa) Upper MH Lower MH Upper MH Lower MH Upper MH Lower MH

DEPTHS OF MANHOLES AND DETAILS OF EXCAVATION FOR MANHOLES DEPTH DEPTH OF PCC + RAFT TOTAL DEPTH OF EXCAVATION IN m 0 - 1.5 1.5-3 3-4.5 TOTAL

DIA AT FOUNDATION LEVEL IN m MANHOLE DEPTH IN m DESIGNED QUANTITY OF PIPE LINES

NO. NO DEPTH MANHOLE DEPTH DESIGNED PIPE

1.2m DIA Qty Qty Qty Qty DIA Length PVCu

Sl No. From To Ldoc FROM TO IN m IN m IN m CUM CUM CUM CUM 160 415 415

Asst Executive Engineer, Executive Engineer,

KUWS & D Board,Sub-Division, KUWS & D.Board,Division,

Gokak Belagavi.

PIPE LINE QUANTITY CALCULATION PIPE DIAMETER LENGTH

Manholes C/C Length m Trench Length m Pipe Dia mm PVCu SWG RCC Trench Width m Excavation Depth in m Avg depth m Avg depth 0 to 1.5 m Avg depth 1.5 to 3m Avg depth 3 to 4.5m Qnty 0 to 1.5 m depth cum Qnty 1.5 to 3.0 m depth cum Qnty 3.0 to 4.5 m depth cum UPVC PIPES

Upper MH Lower MH Upper MH Lower MH 150 200 250

Asst Executive Engineer, Executive Engineer,

KUWS & D Board,Sub-Division, KUWS & D.Board,Division,

Gokak Belagavi.

SINKING OF BORE WELL AT R.S. No. 152/3A & 152/3B In Harugeri town.

Sl. No. Description Unit Qty Rate Amount (Rs)

1 Sinking of borewell of 150mm dia clear using fast hydraulic Rig of capacity 250 PSIG & above 900 CFM & above in all Strata including over burden upto 20 meters. Fixing of casing pipes collars & cap with necessary cutting, threading & welding including transportation of Rig and supporting vehicle, crew charges & cost of consumables etc, complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars and cap, etc.)

Upto 50 mts depth Rm. 50.00 270.00 13500.00

above 50mts and upto 100 mts depth Rm. 50.00 370.00 18500.00

above 100mts and upto 150 mts depth Rm. 50.00 395.00 19750.00

2 Supplying of 165 mm nominal bore dia heavy black ERW casing pipe "B" class black electrical resistance continuos welded mild steel tubes heavy grade confirming to IS 1239 / 1979 part - I Amendment 1 to 5 and in random length 4 to 7 mtrs both end threaded confirming to IS-544 / 1985 one end with socket. Rm. 18.00 1014.00 18252.00

3 Supplying and fixing of bore well cap of 150 mm dia sizes ) Each 1.00 275.00 275.00

4 Geophysical investigation of site for sinking Borewell for supplying drinking water to the habitation either through hand pump schemes, Mini Water Supply scheme or piped water supply scheme by vertical electrical sounding by adopting vennur or schlumbergers method including reconnisance survey of Geological formation, geohydrological investigation of existing ground water in the vicinity its quality, quantity & acceptibilty of, the user, indicating the location of site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 mtr. in consoildated formation for proper steining of casing pipes, depth of drilling covering full depth of acquifer proposed to be tapped, probable yield & other information required for safe drinking & harnessing including transportation of instrument & accesories to work site, Engaging Technical Personnel & labour etc., complete No. 1.00 1882.00 1882.00

Add for rounding off 841.00

Sub Total 73000.00

Assistant Executive Engineer, Executive Engineer,

KUWS&D Board Sub Division, KUWS&D Board Division,

Chikodi. Belagavi.

Supply, Erection and commissioning of pumping machinery to Bore well at R.S. No.R.S. No. 152/3A & 152/3B In Harugeri town.

Sl. No. Description Unit Qty Rate in Rs Amount in Rs

1 Supplying of submersible pump sets suitable for borewells of 150mm dia and confirming to India Standard Specifications as per IS 8034/1989 having the declared duty conditions as detailed below an satisfying the performance characterstics for pump and Motors with ISI and ISO certified company. (RA PM-5)

Capacity 5.0 HP /3.7KW Stage 5 suitable HP per set 1 27959.40 27959.00

Discharge - 2.50 LPS and Total Head =150 m 0.00

2 Supplying and fixing of brand new best-make C.I. Non return valve confirming to IS standard with latest amendment with IS 778/1984 with latest amendments with ISI mark (RA PM-6) 0.00

3 Supplying HDPE pipes coforming to IS 4984:1995 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling, lowering into trenches, laying true to line and jointing of pipes and specials including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevent ISS with all lead and lift including testing and commissioning. The rate is inclusive of required specials and fittings etc., complete with all lead and lift as directed by the Engineer-in-Charge. (Contractor will make his own arrangements for procuring water for testing) RA for Pipes-1 0.00

a 63 mm dia HDPE pipe PE 100 PN8 Rm. 125 #REF! #REF!

4 Pipes and specials: Supply and fixing brand new best indigenious make Wrought Mild Steel Fitting (Galvanised) Confirming to IS 1239-1191, with latest amendements if any. 0.00

a 90' bend (RA PM-7) Nos 2 268.80 538.00

b Equal tees with radial brand (RA PM-8) Nos 1 216.90 217.00

c Hexagonal Nipples (RA PM-9) Nos 3 135.71 407.00

5 Supply, delivery and fixing of meter and panel board unit with all necessary accessories etc., complete with all lead and lifts, labour charges including following items as per the technical specification, drawing and direction of engineer incharge - Indoor Type Board. (RA PM-10) No 1.00 9975.00 9975.00

A Meter board unit : 1No. of MS box of size 350mm x 380mm x 150mm fabricated out of 2mm thick sheet metal painted with 2 coat synthetic enamel on one coat of primer with sealable door and arrangement for mounting CT's (if any) to connect 3 phase 4 wire energy meter cable box etc., complete. A transparent glass piece should be provided where the energy meter reading could be read out. 0.00

B Panel board unit 0.00

One No. cubical type of control panel board of size 350 x 380 x 150 mm fabrictaed out of 2mm thick sheet metal to operate on 3 phase / 4 wire 50 Hz / 400 / 440 volts AC supply. 0.00

i) One No. brand new best make flush type motor control switch as per IS 6875 with latest amendments 0.00

a) Upto 6 HP - 16 Amps. 0.00

ii) One No. brand new best make voltameter of range 0.60 / volts as per IS 1248 with latest amendments. 0.00

iii) One no. of brand new best make single phase preventer as per IS 3231 with latest amendments. 0.00

iv) One no. of brand new best make ammeter as per IS 1248 as per latest amendments. 0.00

a) Upto 6 HP - 0 to 30 Amps. 0.00

v) Indicator lamps for visual indication of electrical power as per IS 9224/1979 with latest amendments. 0.00

vi) One no. of 30 Amps DP switch of brand new best make as per IS 9224/1979 with latest amendments. 0.00

vii) Earthing : The box shall be provided with plated bolt and nuts. 0.00

viii) Rewirable fuse units. 0.00

a) Upto 6 HP - 16 Amps. 0.00

ix) Danger board : Danger board confirming to KEB standard should be provided on the panel. 0.00

h) Rewirable fuse units - upto 6 HP - 16 Amps. 0.00

These two units (A&B) complete shall be mounted on extra sheet metal of 2mm thick and screwed o the box with specified above with proper space in between. This complete unit shall be mounted on the MS Angle of sizer 65 x 65 x 8 mm fabricated pedstal and apoxy painted with rust resistant primer and two coats of ash grey / olive green paints. These two units specified above with a proper space in between the box shall be provided with cable entry and exit holes at the bottom punched and rubber bushed retained in position so that they could be used as and when required. complete panel wiring should be done with cable as per IS:694 / 1990 with its latest amendments. 0.00

Complete unit comprising of all above items with One No. brand new best make brand new push button operated starter as per IS 5124 and its latest amendments with protective relay. 0.00

6 Supply and delivery of best indigenous brand new MCB (Miniture circuit breakers) of required capacity as per IS 8828/78 with latest amendments with ISI mark of 6/10/16/20/25/40 amps with scalable box. (RA PM-11) Each 1 945.00 945.00

7 Supply and fixing of brand new best make PVC insulated cables of flat 3 core (sheathed) of nominal cross sectional area of 1.5, 2.5 & 4.0 sqmm and confirming to IS 694-1990 with latest amendments with ISI mark with all lead and lfis etc., complete as per design, drawing, technical specification and directions of engineer incharge. (RA PM-12) 0.00

8 Power Capacitor : The supply and delivery of brand new tripple pole power capacitor as per IS 2834/1986 with latest amendments with KEB authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (RA-13) each KVAR 3 378.00 1134.00

11 Main connections : Supplying and fixing brand new PVC insulated, sheeted steel/ wire / steel tape, armoured U.G. cable with PVC outer sheeting 1.1 K.V. as per IS 1544 / 64 with amendments with ISI mark, from KEB pole to meter board unit etc., complete (RA PM-14) 0.00

a Supplying and fixingof class A (Medium Duty GI pipe of wall thickness not less than 3.25mm on wall/pole/drain crossing with necessary clamping arrangements for UG cables. - 40mm dia (RA PM-15) Rm. 10 420.00 4200.00

b Digging of trench of 0.5m width 0.5m depth, laying the cable in trench refilling and consolidating the soil (RA PM-16) Rm. 10 60.59 606.00

c Laying the cable in GI pipes in 40mm GI (2.9mm thk) with necessary clamps, bolts, nuts, washers etc., for fixing the pipe on the pole and connecting the UG cable upto meter board (RA PM-17) Rm. 10 31.50 315.00

d Pot Head : Supplying and fixing LT cast iron pot heads suitable for 1.1 KV class UG cables filled with necessary bitumen/insulating et., suitable for cable size. (RA PM-18) 0.00

12 Earthing : Supplying and filling and wiring earth electrode for grouting circuits IC cutouts and other equipments in a pit. The pit should be filled in with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduit etc is to be established through wire of size as per clause 7.3.3 of IS - 732 using 12mm bolts, nuts, washers and check nuts etc. The pipe shall have 15mm through holes of 12mm dia as provision in SPD rate contract (RA PM-19) per job 1 1569.75 1570.00

13 Supply and delivery of Galvanised mild Steel Tubes Heavy Class (C-Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) of sizes,50mm Rm. 50 0.00

14 Add KEB Deposits and power sanction LS 1 10000.00 10000.00

Miscellaneous and rounding off LS 37.00

Sub total #REF!

Assistant Executive Engineer, Executive Engineer,

KUWS&D Board Sub Division, KUWS&D Board Division,

Chikodi. Belagavi.

ESTIMATE FOR RAINWATER HARVESTING TO RECHARGE BOREWELL

Sl.No Description of work L B D Nos. Qnty. Unit Rate Amount in Rs.

1 Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata .(BSR 2015-16 Pg No 5 I No1)

1.1.1 -do- in all soils mixed with boulders of 30 cms size up to and exclusive of disintegrated rock. @ 80% 1.81 Cum #REF! #REF!

1.1.2 -do-in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting @10% 0.23 Cum #REF! #REF!

1.1.3 -do- in Hard rock by Chistelling @ 10% 0.23 Cum #REF! #REF!

2 Supply of RCC circular rings of size 1.0m diameter and 0.3m height of suitable thickness to take the load of earth pressure and Laying/placing of the rings one above the other with suitably joining or ceiling with cement mortar packing for the gaps between the rings etc complete and as directed by the Engineer-in-charge. 7 7.00 Nos 1500.00 10500.00

3 Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (PWD 16-17,P No. 12, I-4.2)

4 Providing and fixing of the perforated RCC Precast slab of suitable thickness at a sutable location intermediate of laying/placing of RCC rings and as directed by the Engineer in charge 1 1 Nos 1500.00 1500.00

5 Supplying and fixing of groveed filter of any other make which are in current practice or Jhonson V Grooved filter etc for the casing pipe of Borewell at suitable location as shown in the drawing or as suggested by the manufacturer which includes cutting of the exsiting casing pipe and welding the any makes of groveed filter or Jhonson filter etc complete with all labour charges 1 1 No 7500.00 7500.00

6 Supplying and laying of filter media of sizes 12 mm & down , 20 mm and down and 40 mm and down sizes as shown in the drawing and as as per standard practice of filter media over the perforated RCC slab from coarse at bottom to fine media at top for the percolation of water into the pit etc complete

7 Excavation of open drains from the nearest open storm water drains to lead the rainwater towards the borewell including cutting of the vegitation growths etc complete. 1.00 Job 2000.00 2000.00

8 Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness including disposing off the surplus earth with all lead and lift (Pg No 15, It No. 2) 2.26 Cum #REF! #REF!

9 Miscellaneous and rounding off. L.S. 504.00

Sub total #REF!

Assistant Executive Engineer, Executive Engineer,

K.U.W.S & D.Board, Sub-Division, K.U.W.S & D.Board,Division,

Chikodi. Belagavi.

Name of work: Providing UGD Facilities to R.S No.119/1+2+5 (3 Acre 00 Gunta 00 Aane) of Gokak Town

1 No. of sites : 68

2 Considering 6 persons/ Site : 68 x 6 6

3 Population : 408 souls

4 Total sewage @ 80% of 135 LPCD (100%) 110 LPCD : 44880 LPD 110 0 35904

5 Considering 100 % for capacity for Construction of Septic Tank 44.88 KLD

6 Therefore Capacity of Septic Tank : 49 KLD

7 Detention time at septic tank as per IS 2470 (part – I) : 24 Hrs

8 Liquid depth : 1.50 mtr

9 Area of septic tank : 32.67 Sqm

10 Assume width "B" : 4.00 mtr

11 Assume Length "L" : 9.00 mtr 5 2.5 1.5 18.75

Dimension of secondary tank

12 Length 'l' = L/3 : 3.00 mtr 3

13 width 'b' = B : 4.00 mtr

14 Depth of Receiving manhole : 1.00 mtr 7.22

15 Internal Dimensions of Primary tank in Septic tank : 9.00mX4.00mX2.50m

16 Internal Dimensions of Secondry tank in Septic tank : 3.00mX4.00mX2.50m

17 Overall Dimension of Septic Tank : 12.55mX4.40mX2.50m

Asst Executive Engineer, Executive Engineer,

KUWS & D Board,Sub-Division, KUWS & D.Board,Division,

Gokak Belagavi.

Construction of Septic Tank in R.S No. 119/1+2+5 (3 Acre 00 Gunta 00 Aane) of Gokak Town

Asst Executive Engineer,

KUWS & D Board,Sub-Division,

Name of work: Providing Water Supply Facilities to R.S No. 39/3+4+5+6+7 & 40/11 (1 Acre 36 Gunta 00 Aane) of Hukkeri Town

REQUIREMENT OF WATER

a) For residences

Residential population

68 plots X 6 persons/plots = 68 6 = 408

Water Supply Requirement

192 persons X 135 Lpcd = 408 135 = 55080 Lpcd

Add 20% for losses 11016

Total Water Requirement = 66096 Ltr/day

Say 66000 Ltr/day

BORE WELL REQUIREMENT

1) Considering a 165 mm dia bore well with an average yield of (3" in 90 degree V-notch) (90 lpm and 10 hours of pumping.

Thus provide 1 No, 165 mm dia bore well with a depth of 120m and an average yeild 3" (90 lpm lps) and 10 hours of pumping.

DESIGN OF PUMPING MACHINARY

1 Daily requirment of water per borewell = 66000 Ltrs/day

2 Considering 10hrs of pumping discharge = (0.37X24)/10 = 1.50 Lps 1.50 13.92 1.392 22000

3 Total head of pumping assumed = 110 Mtrs 0.528

Static head 100 Mtrs 0.0015

Distribution Losses 15% 10 Mtrs

Total head of pumping 110 Mtrs

4 HP required = (1.50X110m (head)X1.10)/(75X0.60) 4.03 HP

Consider 1Nos Submersible pumps Consider 5 HP

Thus 1Nos of 5 HP Submersible pump set of approved make with duty condition of 90 lpm is recommended to meet out the daily demand of water.

Asst. Executive Engineer

K U W S & D Board, Sub Division.

ESTIMATE FOR SUPPLY, ERECTION, ELECTRIFICATION AND COMMISSIONING OF SUITABLE HP SUBMERSIBLE PUMPSETS FOR PROPOSED BOREWELL

Sl No Description Unit Qty Rate Amount

1 Supply, Erection and Commissioning of pumpset.

Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of of engineer incharge of work. (WS & UGD Common SR 2023-24, Vol-5, P-152, I-13.13.6) 42850.5

Head - 110 mtrs, Discharge - 90 LPM, 5 HP / 15 stage Each 1 33743.85 33744.00

2 SUBMERSIBLE CABLE :

Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. (WS & UGD Common SR 2023-24, Vol-5, P-154, I-13.22.5)

Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For: Heavy Duty GI Pipe etc. complete. GI pipe-50 mm: (WS & UGD Common SR 2023-24, Vol-5, P-128, I-11.3.6)

4 Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any.(WS & UGD Common SR 2023-24, Vol-5, P-129, I-11.6.6)

5 Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. (WS & UGD Common SR 2023-24, Vol-5, P-130, I-11.8.6)

50mm dia Each 4 358.00 1432.00

6 Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any. (WS & UGD Common SR 2023-24, Vol-5, P-131, I-11.12.6)

50mm dia Each 1 267.00 267.00

7 PRESSURE GAUGE

Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.(WS & UGD Common SR 2023-24, Vol-5, P-154, I-13.23.2) 10.5

80mm dia Each 1 597.00 597.00

Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. (WS & UGD Common SR 2023-24, Vol-5, P-133, I-11.15.6)

9 NON RETURN VALVE :

Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments (WS & UGD Common SR 2023-24, Vol-5, P-154, I-13.25.1)

10 COMBINED ENERGY METER AND CONTROL PANEL BOARD UNIT:

Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter : 3 to 6 HP pumps. (WS & UGD Common SR 2023-24, Vol-5, P-155, I-13.24.2)

11 POWER SHUNT CAPACITORS :

Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. (WS & UGD Common SR 2023-24, Vol-5, P-155, I-13.25)

12 ERECTION, ELECTRIFICATION AND COMMISSIONING WORKS :

12.1 ERECTION OF PUMPSET:

Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. (WS & UGD Common SR 2023-24, Vol-5, P-156, I-13.32)

12.2 ERECTION OF PANEL BOARD AND METER BOARD UNIT :

ERECTION OF PANEL BOARD AND METER BOARD UNIT : Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. (WS & UGD Common SR 2023-24, Vol-5, P-156, I-13.33)

Outdoor type Job 1 1350.00 1350.00 590.1

13 MAIN CONNECTIONS :

MAIN CONNECTIONS : Providing and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. (WS & UGD Common SR 2023-24, Vol-5, P-156, I-13.38.2)

14 LAYING OF MAIN CABLE :

Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (WS & UGD Common SR 2023-24, Vol-5, P-156, I-13.36)

Earthing: Supplying, fixing, wiring, earth electrode for grounding conduits, I.C.cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (WS & UGD Common SR 2023-24, Vol-5, P-157, I-13.39)

16 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. (PWD Common SR 2023-24, Part- I Ele items, P-18, I- 5.35)

17 Supplying, fixing and wiring of Auto start equipment for automatic switch off/ switch on of the pump set during power failure. The above equipment should be housed in the control panel (out door) and necessary control wiring between auto starter.(MR) 1 1

KUWS & D.Board, City Division

Jn-NURM, Mysuru

Asst. Executive Engineer

K U W S & D Board, Sub Division.

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