|
| 1 | Construction of RCC pedestal for pole protection to double pole structure 33KV in Kohala Malankan to Bharoli Jadid S/Stn Structure 1 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and huttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm ominal size) |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for foundation,footings, base of column |
| 6 | Construction of RCC pedestal for pole protection to double pole structure 33KV in Kohala Malankan to Bharoli Jadid S/Stn Structure 2 |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and huttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm ominal size) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, base of column |
| 11 | Construction of RCC pedestal for pole protection to double pole structure 33KV in Kohala Malankan to Bharoli Jadid S/Stn Structure 3 |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and huttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm ominal size) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, base of column |
| 16 | Construction of Brest walls pole protection of 11 kV HT line two pole structure |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and huttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm ominal size) |
| 19 | Centering and shuttering including strutting , propping etc. and removal of form for foundation, footings, base of column Please Enable Macros to View BoQ information |
