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| 1 | Excavation in foundation in ordinary soil (Loam clay or sand ) including lift upto 1.50M and lead upto 30M,and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-incharge upto distance of 30M from the foundation trenches. S.I.No. 251(a) |
| 2 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in - depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be ☐ deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work or Abadi area. (Where machine con not reach/move) with cartage upto 3.00 km S.I.No 253 (a) |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete. as per Technical Specification Clause 401 |
| 4 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means |
| 5 | M-150 Brick Work in 1:4, one Cement and four Coarse Sand of 2.20 F.M. mortar in foundation and plinth icluding supply of all materials, labour, tool and plants etc. requared for proper complition of the work. S I No. 305(a) |
| 6 | 12 mm thick plaster with Cement and coarse sand of 2.20 fineness modules mortar in 1:4 over brick work minimum thickness not be less than 1cm. Including supply of all materials, labour, tools and plants etc. requared for proper complition of the work. S.I.No. 584 |
| 7 | supply & Laying of 80mm thick precast cement concerete I-shape or zigzag interlocking paver block ISI Mark conferming to IS 15658-2006 with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P cement, smooth high gloss finish, skid resistant,manufactured from rubber moulds through vibrocompression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) and weight 5Kg per no. Including cost of material and with a blankey layer of 4.00cm thick fine sand , labour,T & P etc required for proper completion of the work as directed by Engineer-in-charge. |
| 8 | Cement Concrete with 20mm gauge approved stone ballast, coarse sand,and cement in the proportion 4:2:1 including supply of all material, labour, tools and Plants etc. requared for proper complition of the work SINo 279 (a) |
| 9 | Supply & Fixing of MS sign Board wade up 40x40x6 mm angle iron (vertical post of length 2.75 metre), 40x5 flat cross angle, 1mm thick M.S sheet (1.20x9sqm) including excavation of pit (0.45x0.45x0.45cum), cement concrete 10:5:1 with b/ballast, fine sand & cement 10cm thick , coat cement concrete 1:2:4 with cement c/sand &20mm stone grit (0.35x0.35x0.35cum) two coat painting, painting letter writing up to 2.5 cum size (225 Nos) etc. complete as per direction of engineer in-charge |
| 10 | Photography Please Enable Macros to View BoQ information |
