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| 1 | Earth Work in correcting internal section of Gaura dy. From km. 0.000 to 12.600 by hydrraulick excavator (poclain/JCB) with side slop cutting at required slop including all lead & lift in all type of soil with proper disposal , compaction & dressing of bank and daula. As per direction of Engineer in charge. |
| 2 | Earth Work in Restoration of Daula of Gaura dy. From km. 0.000 to 12.000 with manual compaction and dressing i/c lift and total lead up to up to 60 m. by manual & donkey etc. proper completion of work as per direction of engineer in charge. |
| 3 | Brick on Edge soling with 1st class brick on Gaura Dy from Between km 0.000 to 3.000 , km 4.660 to 5.180, 5.190 to 5.825 & km. 7.900 to 9.000 including preparation of sub-grade to prescribed camber filling joint with local sand including cost of material, labour and T&P etc for proper completion of work. As per direction of Engineer in charge. |
| 4 | Earth Work in excavation of foundation in all type of soil including all lead,lift T&P etc. complete. As per direction of Engineer in charge. |
| 5 | Laying Plain Cement Concrete in 1:3:6 with upto 40 mm size crushed stone ballast & Coarse sand having F.M. not less than 2.0 including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. |
| 6 | 1st class B/W in 1:4 C.M.Coarse sand having F.M. not less than 2.0 including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. |
| 7 | Laying Plain Cement Concrete in 1:2:4 with 4.75 to 20 mm size crushed stone ballast & Coarse sand having F.M. not less than 2. including all cost of labour,materials,T&P etc. compaction required for proper completion of work. As per direction of Engineer in charge. |
| 8 | Plain Cement Concrete in M15 (1:2:4) Grade of Concrete with Cement, Coarse Sand & crushed stone grite (20 mm nominal size) including cost of all materials, labour and T&P with proper completion of work. As per direction of Engineer in charge. |
| 9 | Providing laying and fixing of non pressure NP2 class (light duty) R.C.C. Pipe ( 100 mm dia) with collar joints with stiff mixture of cement mortar in proportion of 1:2 (1 cement: 2 fine sand) including testing of joint, material,labour T&P etc. complete. As per direction of Engineer in charge. |
| 10 | 12 mm thick Plastering work in 1:4 CM. including all cost of labour,materials,T&P etc. required for proper completion of work. As per direction of Engineer in charge. |
| 11 | Cement pointing 1:2 (struck deep ) C.M. including all cost of labour,materials,T&P etc. required for proper completion of work. As per direction of Engineer in charge. |
| 12 | Painting work on V.R.B. i/c cost of all lead, lift, labour & T&P etc. complete. As per direction of Engineer in charge. |
| 13 | Wearing coat in M-20 (1:1.5:3) i/c cost of all material labour & T&P etc. complete. As per direction of Engineer in charge. |
| 14 | Supply & Laying LDPE Film below C.C Lining including all cost of material,labour T&P etc. complete. As per direction of Engineer in charge. |
| 15 | Earthwork for restoretion of bank including all cost of material with lead and lift & T&P etc. for complete work. As per direction of Engineer in charge. Please Enable Macros to View BoQ information |
