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| 1 | Clearing and grubbingroad landincludinguprootingrank 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 beusedorauctioneduptoaleadof1000metresincluding removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | 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. |
| 3 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)40MM ,ETALa) By breaking rubble Obtainedby lkasting KM-1 |
| 4 | Supplying soft murum at the road side, including conveying and stacking complete. Km-1 |
| 5 | Spreading 40 mm metal including sectioning complete. |
| 6 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 7 | Providing and constructing 50 mm. thick ModifiedPenetraction 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 metal (By breaking Rubble obtained by blasting) , heating and spraying thebitumen of VG-30 Grade @ 2.kg / sqm , spreading 12mm.size chips compacting withThree Wheel staticroller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including picking of existing WBM surface KM-1 |
| 8 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.KM-1 |
| 9 | Spreadinggravel / sand / soft murum /avilable murum over rubble soling /W.B.M.surface blanketing berms etc.complete. |
| 10 | Compactingthehardmurumsidewidthsincludinglayingin layers on each side withVibratory roller including artificial watering etc. complete. |
| 11 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but includingtackcoat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) km 1 |
| 12 | 9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2kg/Sq.m,preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates)KM-1 |
| 13 | ProvidingandfixingRoadjunction/Informationsignboardofsize0.90mx0.60m. preparedon16gaugeM.S.sheetwithangleironframeofsize35x35x5mmincluding painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post inonepiecewithoutjointsincludingalltaxes,conveying,fixingingroundwithcement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade. |
