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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (D.S.R 2.8.1) |
| 2 | Construction of Granular Sub base by Providing well graded material, Spreading in uniform layers with Motar Grader/Tractor mounted appropriate equipment on Prepared Surface Mixing by mix in place Method With rotavator at OMC Speci. Clause 401 |
| 3 | Providing, laying, spreading and compacting stone aggregates G-III of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause 405 |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (D.S.R.6.1.1) |
| 5 | 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 |
| 6 | Earthwork in cutting or in embankment ordinary soil (loam ,clay or sand ) excavation to be in the form of pit not exceeding 50 cm in depth and earthwork in embankment to be 20 cm . Layers including the raming and dressing the surface to required leves slopes and also 1.5 mtr lift and 30 mtr lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank withen 30 mtr. distance as directed by the Engineer-in-charge. As per S.I.No 253. |
| 7 | Supply and fixing of sign board including supply and cost of all matrials labours T&P etc. required templet as directed by Engineer-in-charge. |
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