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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). Including all taxes but excluding GST. (as per DSR - 15.2.2) |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Including all taxes but excluding GST. Including all taxes but excluding GST. |
| 3 | 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 and lead upto 1000m, Including all taxes but excluding GST. |
| 4 | Local sand filling in foundations trenches as per drawing & techincal Specification 304, Including all taxes but excluding GST. (As per SOR -24b) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), Including all taxes but excluding GST. (as per DSR-4.1.5) |
| 6 | Plain/Reinforced Cement Concrete (M-30)in Box Cell Culvert complete as per Drawing and Technical Specifications. including all material, shuttering, labour, T&P, royality, labour cess but excluding GST. |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Including all taxes but excluding GST. |
| 8 | Dewatering work of undergrounding water as well as surface water with the help of diesel engine pumping set during earth work in excavation of foundation for laying lean concrete and brick work in foudation (or as required), hire charging of pumping set, Fuel charge, labour and other T&P including cost of operation as per requirement at site & as direction by Engineer-in-Charge, Including all taxes but excluding GST. |
| 9 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401, Including all taxes but excluding GST. |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Including all taxes but excluding GST. |
| 11 | Providing and applying primer coat with SS1 grade Bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means, Including all taxes but excluding GST. |
| 12 | Providing and laying dense graded bituminous macadam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-40) @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction at per Mort&H Specification clause no. 505 complete in all respects, Including all taxes but excluding GST. |
| 13 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom Including all material, labour, T&P, Taxes, Cess etc. complete as per direction of Engineer-in-charge but excluding GST. |
| 14 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Mort&H Specification clause No. 507 complete in all respects, Including all taxes but excluding GST. |
| 15 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Including all taxes but excluding GST. (as per DSR - 13.80) |
| 16 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm), Including all taxes but excluding GST. (as per DSR - 13.46.1) |
| 17 | Providing and erecting 2.00 metre high temporary barricading at site; eachpanel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be xed with 30x5 mm MS at bysuitable welding/riveting. The panels shall be made so that gap of 50cmabove the ground is available making overall height as 2.5 m. MS channelISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom havingoval shaped holes of size 50x25 mm at both ends with 50 cm long MSangle 40x40x6 mm bracing. Suitable arrangement shall be made to x thebarricading to avoid from overturning by providing 250 mm long expansionfasteners at both ends. The work shall be executed as per drawing/directionof Engineer-in-Charge which includes writing and painting, arrangementfor trac diversion such as trac signals during construction at site forday and night, glow lamps, reective signs, marking, ags, caution tapeas directed by the Engineer-in-Charge. The barricading provided shall beretained in position at site continuously including shifting of barricadingfrom one location to another location as many times as required during theexecution of the entire work till its completion. Rate include its maintenancefor damages, painting, all incidentals, labour materials, equipments andworks required to execute the job. The barricading shall not be removedwithout prior approval of Engineer-in-Charge, Including all taxes but excluding GST. DSR-16.81 Please Enable Macros to View BoQ information |
