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| 1 | Excavation of foundation in ordinary soil loam, clay and sand including lift upto 1.50 m. and lead 30 m. including filling, watering and ramming of excavated earth into the space between building and side of foundation trenches etc. all complete |
| 2 | Providing and Laying in cement concrete in 1:3:6 with cement, coars sand and 40 mm stone ballast including supply of all the materials, labour and T & P etc. all complete |
| 3 | Construction of the Granular Sub Base by providing well graded material in spreading in uniform layers with motar grader on prepared surface mixing by mnix in the place method with the rotavator at OMC and compacting with smooth wheel roller to achieve desired density complete as per Clause 401 |
| 4 | M-150 class brick work in 1:4 with cement and coarse sand mortar in foundation and plinth including supply of all the materials, labour and T & P etc. all complete |
| 5 | 12 mm thick plastering in 1:4 with cement and coarse sand mortar including supply of all materials, labour and T & P etc. all complete |
| 6 | Providing and Laying plain cement concrete in 1:2:4 with cement, coarse sand and 20 mm stone grit including supply of all materilas, labour and T & P etc. all complete |
| 7 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement and thickness as per design over a prepared sub base with 43 grade cement or anyother type as per clause 1501.2.2 M 30 (Grade), coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and also appropriate weigh batcher using approved mix design laid in approved fixed side form thr work (steel channel, laying and fiximg of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading concrete with shovels, rakes, comacted using needle, screed and plate vibrators and finished in the continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge or culvert and construction joints, admixtures as approved, curing of concrete using curing compound ()wherever required) and water finishing to lines and grade as per drawing and Technical Specification |
| 8 | R.C.C. work 1:1.5:3 cement, coarse sand and 20 mm stone grit including supply of all materials, labour and T & P etc. all complete |
| 9 | Mild Steel or Iron Work in the reinfrocement including cutting, bending and binding etc. all complete |
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