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| 1 | Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 30% crusher broken metal + 70% Hand broken |
| 2 | DENSE BITUMINOUS MACADAM: 11,224.00Proving and laying dense bituminousmacadam using crushed aggregatesof Grading 1, premixed withbituminous binder of specified gradeof Bitumen @ 4.50 per cent by weightof total mix and filler, transported tosite with VTS , laid over a previouslyprepared surface, finished to therequired grade, level, alignment, androlling to achieve the desired densityfor 76-100 mm compactedthickness .USING Batch mix type hotmix plant with SCADA, Sensor Paver,Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates areconsidered to arrive at rates) |
| 3 | BITUMINOUS CONCRETE:- Providing 12,790.00and laying bituminous concrete usingcrushed aggregates of grading 1,premixed with bituminous binder @5.20 per cent by weight of total mixand filler, transported to site withVTS , laid over a previously preparedsurface, finished to the requiredgrade, level, alignment, and rolling toachieve the desired compaction for50 mm compacted thickness withspecified grade of Bitumen,Excludingprime / tack coat. For Bitumen ofspecified grade -- USING Batch mixtype hot mix plant with SCADA,Sensor Paver, Vibratory roller withStone Dust filler. (VG-30 bulkbitumen rates are considered toarrive at rates) |
| 4 | Providing Earthwork in embankment with approved material having field soak CBR not less than 8 and laboratory soak CBR not less than 12 obtained by the Contractor from his borrow areas including all lifts and leads including laying in layers of 20cm to 30cm for power roller and 45cm to 60cm for vibratory compactor, breaking clods, and dressing to the required lines, curves and section including payment of royalty charges to the Govt. of Maharashtra. for |
| 5 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 6 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. |
| 7 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete |
| 8 | Providing services of un-skilled Labours for cleaning the C.D.works pipes , approaches of plot holders, built up gutters.Pre monsoon and during monsoon period. |
| 9 | Supplying JCB on hire basis for excavation of Nallas & excavation work. |
| 10 | BITUMEN: Penetration, Softening Point, Flash & Fire Point, SpecificGravity |
| 11 | BITUMEN: Extraction Test. Abrasion Value. |
| 12 | BITUMEN: Job Mix Design with all 32,500.00Tests on aggregate (Excludingbitumen) for DBM/SDBC/AC/SMA(Stone Mastic Ashphalt)( Testing of Bitumen shall beseperately Charged) |
| 13 | Soil Murrum( Liquid limit & Plastic limit)Point, Flash & Fire Point, SpecificGravity |
| 14 | Soil Murrum(C.B.R. Test ( Lab ) With compaction test.(Bituminous mix) |
| 15 | Royalty Charges Murrum |
| 16 | Royalty Charges Metal Please Enable Macros to View BoQ information |
