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| 1 | Earth work in foundation in dry ordinary soil (Loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. and including filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. from the foundation trenches for proper completion of work as per relevent clause of IS Code and ID Specification. |
| 2 | Providing and Laying of Cement concrete 1:3:6 in foundation with cement, coarse sand , and stone grit 20-40 mm size, including cost of all materials, labour, dewatering, curing and T&P etc . for proper completion of work as per relevent clause of IS Code and ID Specification as per direction of Engineer-in-Charge. |
| 3 | Providing and laying of Cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete , including cost of form work . in foundation and floors. for proper completion of work as per relevent clause of IS Code and ID Specification as per direction of Engineer-in-Charge. |
| 4 | Providing and laying/placing in position of Fe 550 Deformed reinforced steel bar (SAIL) including cost of labour, material and T&P etc. for cutting, bending, binding and placing in position for proper completion of work as direction of Engineer-in-Charge. |
| 5 | 12mm Cement plaster in 1:4 (1 Cement : 4 corse sand) Mortar of single coat for interior plastering upto floor to level including internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth finished even and smooth including all cost of labour, material and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 6 | Providing and supplying of boundry piller as per approved drawing including cost of labour, material and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 7 | Providing and Fixing of precast reinforcement cement concrete 1:1.5:3 (1 cement:1.5 coarse sand :3 graded stone aggregate 20mm nominal size) pipe boundry pillar as per approved drawing with painting and marking with numbers and words having 15 cm inner dia and 20cm outer dia of 90 cm in height including cost of labour, meterial, T&P for proper completion of work as per direction of Engineer-in-Charge. |
| 8 | Providing and laying of Brick Ballast (Over burnt brick ballast 40 mm gauge) including cost of labour, material and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 9 | Providing Laying and fixing in position PVC 160 mm dia Pipe including cost of labour, material and T&P, back filling etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 10 | Class - 150 ( Non modular ) brick work in 1:4 cement and coarse sand mortar including cost of labour, material and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 11 | Ruled - Pointing (1:2) with cement and coarse sand not less than 1.25 FM including all cost of materials, Scaffolding, T&P, and labour etc. required for proper completion of work up to 3.00 M height. |
| 12 | Cleaning thick bushes and thorny jungle without uprooting. |
| 13 | Uprooting jhunds and moonj with disposal away from site |
| 14 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits and earth work in embankments to be in 20 cm layers, including ramming and dressing the surface to the required levels, slopes and also including 1.50 metre lift and 30m lead.The earth from cutting to be used in making embankment or to be deposited on spoil banks within 30M distance as per directed by Engineer- in- Charge. |
| 15 | Earth work in cutting or in embankment in ordinary soil,excavation to be in the form of regular pits and earth work in embankments to be in 20 cm layers, including ramming and dressing the surface to the required levels, slopes and also including 3.00 metre lift and 30m lead.The earth from cutting to be used in making embankment or to be deposited on spoil banks as directed by Engineer- in- Charge.Extra cost for earthwork in embankment mechanically compact to 95% proctor density in ordinary soil excavation to be done form of regular pits not exceeding 0.5m in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including supply of labour, T&P, roller and water sprinkler etc. |
| 16 | Compation of Earthwork in embankment to mechanically compact to 95% proctor density in ordinary soil excavation to be done form of regular pits not exceeding 0.5m in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including supply of labour, T&P, roller and water sprinkler etc |
| 17 | Retro Reflective Sign board are Made of 2 mm thick ACP Sheet to be fully covered with enginurs, grade retroreflective as per colour required by I/O. the retroreflective sheet shall be processed on base aluminium leased as per recommendation. Text and Sign Symbols will be computerised and fabricated on N.T. grade.the sheet with lives of extra steel frame 32x32x3 mm. Too posts of ms heavy duty steel pipe 1.5\\" 3000 mm long.(Size 4'x3') |
| 18 | Finishing walls with Acrylic emulsion paint of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. for two coat. |
| 19 | Providing and laying cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) and curing including cost of labour, meterial and T&P etc. for proper completion of work as per direction of Engineer-in-Charge. |
| 20 | Dismantling of existing plaster including disposal of refuse as directed by engineer-in-charge within a distence of 60 meters. |
| 21 | Dismantling brick work or stone work and cement concrete in cement mortor and including stacking of material with in a distance of 60m as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
