Construction of Drain near Bolangadi anganavadi in Panemangalore villege

ಕಾಮಗಾರಿಯ ಹೆಸರು : ಬಂಟ್ವಾಳ ಪುರಸಭೆ ವ್ಯಾಪ್ತಿಯ ಪಾಣೆಮಂಗಳೂರು ಗ್ರಾಮದ ಬೋಳಂಗಡಿ ಅಂಗನವಾಡಿ ಬಳಿ ಚರಂಡಿ ರಚನೆ

Head of A/C :2026-27th SFC (7.25%) Est Rs . 0.56 Lakhs

Sl.No Particulars No Length Bredth Height Qty Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. (PWD SR 2023-24 Vol 1 P.No 08 I.No 1.14.1)

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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol 1 P.No 15 I.No 2.1.3)

3 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. (PWD SR 2023-24 Vol 1 P.No 16 I.No 2.4.2)

For Drine base 1 x x 1.2 x 0.15 =

For Drine side wall 1 x x 0.2 x 1.2 =

4 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 type of structures (PWD SR 2023-24, Volume-1, Page No.18, Item No. 2.11 )

Main Bar 10 mm @ 150mm c/c 2 x 43 x 2.4 x 0.61 =

Dist.Bar 8 mm dia 200mmc/c 2 x x x 0.39 =

5 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 SR 2023-24 Vol 1 P.No 7 I.No 1.9)

11 Miscellaneous 215.43

ಕಾಮಗಾರಿಯ ಹೆಸರು : ಬಂಟ್ವಾಳ ಪುರಸಭೆ ವ್ಯಾಪ್ತಿಯ ಪಾಣೆಮಂಗಳೂರು ಗ್ರಾಮದ ಬೋಳಂಗಡಿ ಅಂಗನವಾಡಿ ಬಳಿ ಚರಂಡಿ ರಚನೆ.

Head of A/C :2026-27th TMC FUND (7.25%) Est Rs . 3.60 Lakhs

Sl.No Particulars No Length Bredth Height Qty Rate Amount

1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. (PWD SR 2023-24 Vol 1 P.No 08 I.No 1.14.1)

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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol 1 P.No 15 I.No 2.1.3)

Basic Rate 5989

3 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. (PWD SR 2023-24 Vol 1 P.No 16 I.No 2.4.2)

For Drine base 1 x x 1.4 x 0.15 =

For Drine side wall 2 x x 0.2 x 1.2 =

Basic Rate 6323

Form work 35% for drain

4 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 type of structures (PWD SR 2023-24, Volume-1, Page No.18, Item No. 2.11 )

Main Bar 10 mm @ 150mm c/c 1 x 158 x 6.7 x 0.61 =

Dist.Bar 8 mm dia 200mmc/c 2 x x x 0.39 =

Basic Rate 79011

5 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 SR 2023-24 Vol 1 P.No 7 I.No 1.9)

7 Miscellaneous 212.52