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| 1 | Earthwork in excavation for structures as per drawings and Technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleteriousmaterial and disposing ofsurplus, un-serviceable Excavated earthas directed at site for safe disposal of same without damaging private/public property, dressing of sides, bottom and backfilling in trenches with excavated suitable material including de watering if required. |
| 2 | Providing and laying of plain cement concrete of Grade M-10in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203.including all leads, lifts and carriages of materials by MT complete. |
| 3 | Providing and laying of plain cement concrete of Grade M-15in open foundation complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. |
| 4 | Providing and laying of plain cement concrete of Grade M-15in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. |
| 5 | Providing and laying of plainCement concrete of Grade M-20in open foundation complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing , form work , all leads and lifts and carriages of materials by MT complete. |
| 6 | Providing and laying reinforced cementconcrete NP3 pipes1000mm dia conforming to IS 458:2003 for culverts material in single row includingfixing collar with cementmotar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages of materials by MT, handling, re-handling complete. |
| 7 | Filling earth in foundation, trenches as per drawing and technical specifications clause 305.3.9 |
| 8 | Providing andlaying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 including all leads, lifts, carriages of materials by MThandling, re-handlingand including cost of wire crates complete. |
| 9 | Construction of Granular Sub-Base by providingWell Graded Material,(Table 400.1) 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 80-100 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all leads , lifts, carriages of materials, loading and Un-loading complete for Grading II Material including all leads lifts and carriages of material by mechanical transport complete. |
