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| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302 .3 |
| 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) + 231a |
| 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 | Brick masonary Work in 1:4, Cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clauses 600 1202 & 1203 |
| 6 | Plasering with cement mortar (1:4) 12 mm thick on brick work in sub structure as per specification clauses 613.4 & 1204 |
| 7 | I shaped machanically compressed 80mm thick interlocking cement concrete paver blocks,smooth high gloss finish, skid resistan, manufactured by Rubber moulds through vibrocmpression mechanism high pressure and controll vibration machine having plan dimension 200 x ( 160+ 120 mm) with minimum 5mm thick topping. the compressive strength shall not be less than 30 Mpa(M-30) and weight 5.0 Kg per No. Specification confirming to IS: 15658-2006 must be ISI marked (Grey Colour) As per drawing and Technical Specification Clause 1504. |
| 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 |
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