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| 1 | Earth work excavation in trenches for foundations pipes, cable etc. in ordinary soil (Loam clay or sand) including lift up to 1.5 m. lead up to 50 m and dressing of sides and Rammings of Bottom and disopsal of surplus excavated each as directed by the engineer I/C. within a lead of 30 m. as per MORD 302(3.5) |
| 2 | Providing and laying in cement concrete 1:6:12 (1 Cement 6 fine sand; 12 graded brick ballast aggregate 40 mm norminal size) including Supply of all material labour T&P etc. required for proper completion As Per SI No. 273 |
| 3 | Class-150 brick work in 1:4 cement and Corasand of fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc required proper completion of work.as per S.I. No. DAR 6.1.1 |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Front end loader/ rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 5 | Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water bound macadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratory roller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density. |
| 6 | 25 mm thick 1:2:4 Plain cement concrete floor with cement, approved coarse sand and 20 mm graded approved stone grit laid in panels finished with 3 mm neat cement slurry including supply fo all materials, labour and T&P etc. required for proper completion of the work. SI.No. 601 |
| 7 | 12mm Thick plaster with cement mortar in proportion of 1:4 cement and Four parts of approved Coarse sand.as per DAR 13.4.1 |
| 8 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 9 | Supply and fixing of Mild Steel Road signboard of 1.5/1.2 ms Sheet and 2.1 m hight including ,painting, writing, fixing, and also including supply of all meterials, labour and T&P etc. required for proper completion of work, Please Enable Macros to View BoQ information |
