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| 1 | E/W embankment cutting or inembankment inordinary soil,excavation to be in the form regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 10 km lead . The earth from cutting to be use in making embamkment or to be deposite as spoil banks with in5 km distance as directed by the Engineer incharge. |
| 2 | Concrete with 40 mm gauge Brick ballast fine sand of 1.25 fineness modulous& Cement in proporation of 8:4:1 in foundation and under floor, includingsupply of all material labour and T&P etc. required for proper completition of the work.(S.I. No. 275) |
| 3 | construction of granular sub-base by providing coars graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at desired density, including cost of all material, labour, T&P including all taxes, royalty, labour cess complete, as per mort clause (A.R.) |
| 4 | M -150 Brick Work with 1:4 (one cement & four coarse sand mortar in foundation and plinth including supply of all materials,labour , T & Petc. required for proper completion of the work as per S.I. No 305 (a). |
| 5 | 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, T & P etc. required for proper completion of the work as per S.I. No.584(a). |
| 6 | Cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , T & Petc. required for proper completion of the work as per S.I. No. 279(a). |
| 7 | Construction of un-reinforced plain cement concrete pavement, thickness as per design over a pprepared sub base, with43 grade cement or any other tpye as per Clause 1501.2.2 M 30 (Grade) coarse & fine aggregate, 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 levllling the formwork as per drawing) spreading the concrete with shovles rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of constraction and construction joints, applying debonading strips, primer, sealantnear approaches to bridge/ Culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using water finishing to lines and grade as per drawing and finished with power trowel cum floter-trimix flooring machine, Technical Specification Clause 1501. |
