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| 1 | Concrete with 4 cm. guage stone ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundation and under floors including supply of all materials, labour Tools & plants etc.required for proper completion of the work. |
| 2 | Construction of embankment with approved material (Earth) obtained from borrow pits cartage from 8 km with all lifts and leads, transporting of site, spreading, grading to required slope and compacting to meet requirement of table 300-2 |
| 3 | M-150 Brick work in one cement and four corse sand (1:4 ) in foundation and plinth including supply of all materials labour, T&Petc. Reqd. For proper completion of the work |
| 4 | 12 mm thick cement plaster with cement and corse sand mortar 1:4 over brick work thickness not less than 1cm including of all work complete |
| 5 | Cement Concrete with 20mm gauge approved stone ballast, coarse sand,and cement in the proportion 4:2:1 including supply of all material, labour, tools and Plants etc. requared for proper complition of the work SINo 279 (a) |
| 6 | Construction of granular sub-base by providing coarse graded material, preading in uniform layers with motor grader on prepared surface, |
| 7 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with grade cement or any other type as per Clause 1501.2.2 M (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 construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. |
| 8 | Supply of 80mm thick precast cement concrete i-shape or zigzag interlocking paver blocks with top layer of mionimum 8mm thickness having plan dimensions 200x(160+120mm) with minimum 5mm thick topping of O.P cement smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism the compressive strength of concrete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No |
| 9 | Laying of 80mm thick precast cement concrete i-shape or zigzag interlocking paver blocks with top layer of mionimum 8mm thickness having plan dimensions 200x(160+120mm) with minimum 5mm thick topping of O.P cement smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism the compressive strength of concrete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No |
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