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| 1 | Dismentling of old drain as per SI No 692 |
| 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 | Brick work with common burntclay F.P.S. (nonmodular) bricks of class designation 7.5 in foundation and plinth in Cement mortar in 1:4 (1cement:4coarsesand) |
| 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 | 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 |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications |
| 9 | 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 |
| 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, 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 anyother 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 | Deduction for old bricks at site |
| 14 | Deduction for old brick ballast at site |
| 15 | Fondation stone and Inogration Stone |
| 16 | Add GST 18% Please Enable Macros to View BoQ information |
