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| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts. |
| 2 | Excavting , supply and filling of local earth (including Royality) by mechainical mean transporting up to a lead of 5 Km also including ramming and watering of the earth in layers not exceeding 20cm in trench , plinth sides of foundation etc complete as Sor Sl No. 2.25 (a) |
| 3 | PCC 1:6:12 (1cement:6coarse sand (zone-iii) derived from natural sources:10 graded stone aggregate 40 mm nominal size derived from natural sources) As Per SOR No-273 |
| 4 | Class-150 brick work in 1:4 cement and coarse sand of 2.25 fineness modulous mortar in foundation and plinth including supply of all materials,labour and T&P etc.required for proper completion of the work as per DAR.No.6.1.1 |
| 5 | 12 mm thick plaster mix of 1:4 (1cement :4 Coarse Sand) As DAR. No 13.1.1 |
| 6 | Neat Cement Punning as DSR Sl. No 13.18 |
| 7 | Providing and laying in position cement concrete of specicfied grade exculding the cost of centering and shuttering all work up to plinth level 1:2:4 (1 cement : 2coarse sand (Zone -III) :4Graded stone aggregates 20mm (Nominal Size)as per DAR 4.1.3 |
| 8 | Reinforced cement concrete 1:1.5:3 (M20)nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed.As Per DAR 5.1.2 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete as per Schedule No. PWD 504 |
| 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 11 | S/L of 125mm micron Polothelene…etc |
| 12 | Construction of un-reinforced, 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 M 30 (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 |
| 13 | Fondation stone and Inogration Stone |
| 14 | Add GST 18% Please Enable Macros to View BoQ information |
