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| 1 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil. |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil |
| 4 | P/L of Granular sub base course (GSB) with nallah agg. size 90 mm incl. consolidation with 80-100 KN road Roller to the required gradient camber and density incl. stacking leads, lifts carriages complete job. |
| 5 | Supplying and stacking of graded stone aggregate at Site of size 63mm to 45 mm (excl. carriages) Quarry crushed |
| 6 | Supplying and stacking of stone screenings / chippings at Site excl. carriages.13.2 mm nominal size (Type -A) |
| 7 | Supplying & stacking of dust /Moorum at Site excl. carriage |
| 8 | Laying Water Bound Macadam with specified stone aggregate 63 mm to 45 mm size stone screening 13.2 mm size and binding material incl. screening sorting, spreading to template and consolidation with PRR of 8-10 Tonne capacity etc. complete (Payment for stone agg. screenings, dust etc to be made separately ) |
| 9 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) 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, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 10 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning andpreparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm. |
| 11 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 12 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 13 | Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 14 | Providing and laying RCC Pipes in proper position including excavation of trenchs, ramming of bottom, dressing of sides providing required cushion over the pipes including loading unloading and carriage upto stie of work complete. |
| 15 | 12\\"dia RCC pipes |
| 16 | 18\\"dia RCC pipes |
| 17 | 24\\"dia RCC pipes |
| 18 | Earth work in excavation by mechanical means (hydraulic excavator) over area in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, All kind of soil |
| 19 | Providing and laying of stone soling hand packed tightly including watering ramming , Consolidation with hand rammer including all costs of material and All carriages, leads, lifts upto Site of work complete |
| 20 | P/L in position cement conc. of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level. 1:4:8(1cement:4 coarse sand : 8 crushed graded stone agg. 40 mm size crushed). |
| 21 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 22 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 23 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50mm thick with 20 mm nominal size stone aggregate. |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 25 | Centring and shuttering incl. strutting, proping etc and removal of form work Foundation, footing bases of columns etc for mass concrete |
| 26 | Back filling of stone boulders behind R/walls including all costs and carriages complete Job |
| 27 | Providing & Laying of 75 mm dia P.V.C Pipes for weap holes including all carriages complete. |
| 28 | Providing & laying of Nallah stones hand packed tightly in wire crates incl. Tipping tightening and cost and carriage of Stones and wire crates complete. |
| 29 | Back filling of stone boulders behind Crate walls including all costs and carriages complete |
| 30 | Carriage of different materials by Mechanical transport. Incl. loading, un-loading & stacking in all terrians. |
| 31 | Stone agg. 63-45mm size or avg. lead of 30.00 Kms |
| 32 | Stone screening 13.2mm and Moorum dust from avg. lead of 30.00 KMs |
| 33 | Stone agg avg. Lead of 20.00 KM |
| 34 | Sand avg. Lead of 40 .00 KM |
| 35 | Maintenance Cost for 5 Years |
| 36 | 1st Year 10% |
| 37 | 2nd Year 15% |
| 38 | 3rd Year 20% |
| 39 | 4th Year 25% |
| 40 | 5th Year 30% Please Enable Macros to View BoQ information |
