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| 1 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & 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 - Incharges upto a distance of 30mt. (100 fts) from the foundation trenches.(Mord ref. 300) |
| 2 | Construction of subgrade with material obtained from borrow pits (for local earth work) :Construction of embankment with approved material obtained from available land as permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compaction. |
| 3 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days |
| 4 | First Class brick work in 1:3 cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:3 cement & coarse sand) (Mord clause 600,1202 and 1203) |
| 5 | 15 mm thik plaster with 1:4 (1cement :4 Coarse sand )2.25 F.M. over brick work minimum thickness not to be less than 1 cm .including supply of all material labour and T&P etc.required for proper completion of the work.Add for extra labour &materials for plaster over rough face of one brick wall .inner wall (Mord clause 613.4 and 1204) |
| 6 | Providing, Laying and Spreading and compacting stone aggregates of 53-22.4mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming stone screening, binding materials to fill up thienterstices of coarse aggregate, watering and compacting to the required density. |
| 7 | Cement Concrete Pavement Constructionof un-reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 8 | Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (Mord ref. 1500) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars . (Mord ref. 1000) |
| 10 | Supply & Fixing of Board |
| 11 | Site clearance |
