Or-Urgent Rectification And Potholes Filling Works To Valillapuzha Elamaram Erattamuzhi Road Between Km 0 / 00 And 6 / 850 In Kondotty Lac Or-Urgent Rectification And Potholes Filling Works To Valillapuzha Elamaram Erattamuzhi Road Between Km 0 / 00 And 6
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Project Description
Or-Urgent Rectification And Potholes Filling Works To Valillapuzha Elamaram Erattamuzhi Road Between Km 0 / 00 And 6 / 850 In Kondotty Lac Or-Urgent Rectification And Potholes Filling Works To Valillapuzha Elamaram Erattamuzhi Road Between Km 0 / 00 And 6 / 850 In Kondotty Lac
BOQ
| Sl. No. | Item Description |
| 1 | Detailed Estimate |
| 2 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 and lead upto 1000m |
| 3 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thicknessIn area of light jungle - By Mechanical Means |
| 4 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 5 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 6 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. |
| 7 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. |
| 8 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 9 | 5.7.1:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. |
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