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| 1 | Clearing of grass and jungle area and removal of rubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per DSR SI. No. 2.32. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.as per DSR 2.6.1 |
| 3 | Local Sand filling for black cotton soil i/c supply of all material,leveling,dressing ,remaning properly with watering etc all complete.as per DSR 2.27 |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) all complete.as per DSR 4.1.8 |
| 5 | Brick work withcommon brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per DSR Sl. No -6.1.1 |
| 6 | 12mm thick plaster with cement and c/sand sand in 1:4 including labour material & T&P etc as per DSR 13.4.1. |
| 7 | Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam (WBM III) 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 to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) |
| 8 | Construction 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 exceeidng 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in appropriate weigh batcher using approved mix design, laid in approved fixed side from work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the from work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate virbrators and finished in continuous operation. admixtures as approved, curing of concrete slabs for 14 days, curing compound [where specified] and water finishing to lines and grade as per drawing and Technical Specification Clause 1500] |
| 9 | RCC Work for slab in 1:1.5:3 cement,c/sand and 20mm stone dalla grit i/c centering &shuttering excluding cutting,bending of mild steel.as per DSR 5.1.2 |
| 10 | Steel Reinforcment for RCC work including straightening cutting, bending in position and binding all complete upto plinth level . Thermo-Mechanically Treated bars of grade Fe-500D or more DSR Sl No 5.22.6 |
| 11 | Earth Work in cutting or in embankment in kankar mix with mooram /bajari & black cotton including lead up to 30.00 m and lift 1.50m and all labour material and T&P etc. as per SI. No. 253 and cartage of soil from 3.0km dist. |
| 12 | Supply & fixing of Granite stone I/c writting etc. I/c labour material and T&P etc. Please Enable Macros to View BoQ information |
