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| 1 | Ward No.7 of Sagolband A/C |
| 2 | Sub- Heads/Items of Work |
| 3 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposed ofexcavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-charge.All kind of soil. |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m. |
| 5 | Providing and laying cement concrete of specified gradeexcluding the cost of centering and footing shuttering- All work upto plinth level: in 1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.) |
| 6 | R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcementin 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size) |
| 7 | Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars. |
| 8 | Providing form works i/c centering and shuttering so as to give a rough finish, shuttering &propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:- |
| 9 | a) Foundation footings, bases of column etc. and mass concrete |
| 10 | Ward No.8 of Sagolband A/C |
| 11 | Sub- Heads/Items of Work |
| 12 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposed ofexcavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-charge.All kind of soil. |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m. |
| 14 | Providing and laying cement concrete of specified gradeexcluding the cost of centering and footing shuttering- All work upto plinth level: in 1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.) |
| 15 | R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcementin 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size) |
| 16 | Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars. |
| 17 | Providing form works i/c centering and shuttering so as to give a rough finish, shuttering &propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:- |
| 18 | a) Foundation footings, bases of column etc. and mass concrete |
| 19 | Ward No.10 of Sagolband A/C |
| 20 | Sub- Heads/Items of Work |
| 21 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposed ofexcavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-charge.All kind of soil. |
| 22 | Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m. |
| 23 | Providing and laying cement concrete of specified gradeexcluding the cost of centering and footing shuttering- All work upto plinth level: in 1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.) |
| 24 | R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcementin 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size) |
| 25 | Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars. |
| 26 | Providing form works i/c centering and shuttering so as to give a rough finish, shuttering &propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:- |
| 27 | a) Foundation footings, bases of column etc. and mass concrete |
| 28 | Ward No.24 of Sagolband A/C |
| 29 | Sub- Heads/Items of Work |
| 30 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposed ofexcavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-charge.All kind of soil. |
| 31 | Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m. |
| 32 | Providing and laying cement concrete of specified gradeexcluding the cost of centering and footing shuttering- All work upto plinth level: in 1:4:8 (1cement : 4c/sand: 8 graded stone agro. 40 mm nominal size.) |
| 33 | R.C.C. work in wall(any thickness),including attached pilasters,buttresses,plinth and string courses,fillets,column,pillars,piers,abutments,post and struts etc up to floor five level excluding cost of centering,shuttering,finishing and reinforcementin 1:1.5:3( 1 cement :1.5 course sand: 3graded stone aggrt. 20mm nominal size) |
| 34 | Steel reinforcement for RCC work including straighting,cutting,bending,placing in position and binding all complete-Thermo-Mechanically Treated bars. |
| 35 | Providing form works i/c centering and shuttering so as to give a rough finish, shuttering &propping etc height of propping & centering below supporting floor to ceiling not exceeding 4m & removal of the same for in-situ reinforced concrete plain concrete work in:- |
| 36 | a) Foundation footings, bases of column etc. and mass concrete |
