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| 1 | Excavation for Structures:-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 foundations complete as per drawings & Technical specification Clauses802, 803, 1202 & 1203. 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-20in open foundations complete as per drawings & Technical specification Clauses802, 803, 1202 & 1203. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. |
| 5 | Providing, laying, spreading and compacting graded stone aggregate of specific size to water bound macadam specification spreading in uniform thickness, hand packing, rolling with smooth wheel roller of 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 3as per technical Specifications clause 405.75 mm thick by mechanical means |
| 6 | Providing, laying, spreading and compacting graded stone aggregate Wet Mix macadam including premixing the material at OMC in mechanical mixer (pug mill), carriage of mix material by tipper to site, laying in uniform layers in sub base/base course on a well prepared sub base and compacting with smooth wheel roller of 80-100 KN wt. to achieve the desires density including lighting, barricading and maintenance of diversion, etc as per table 400.11 and 400.12and technical Specifications clause 406 |
| 7 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of nter locking paver blocks into the sand bedding layer through vibratory ompaction by using plate vibrator, filling the joints with sand and cutting f paver blocks as per required size and pattern, finishing and sweeping xtra sand complete all as per direction of Engineer-in-Charge. 6.94.1 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern |
| 8 | Providing /Laying plain/reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection work, backfilling concrete and masonry works in head walls and parapets clause 1106 (600mm dia) |
