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| 1 | CIVIL WORKTrimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete |
| 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 asdirected all sorts of soils. |
| 3 | Providingearthworkinembankmentwithapprovedmaterialsobtainedfromdepartmental landuptoleadof50m.includingalllifts,layinginlayersof20cm.to30cm.thickness breakingclods,dressingtotherequiredlines,curves,grades§ion,wateringand compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.(Material obtained from departmental Land) |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paveron prepared surface, mixing by mix in place method with rotavatoratOMC,andcompactingwithvibratoryrollertoachievethedesireddensity, complete as per clause 401 -- By Mix in Place Method and Grading - I Material KM 3 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadamspecificationincludingspreadinginuniformthickness,handpackingtoproper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the requireddensity.ByMechanicalMeans-GradingI(UsingScreening TypeA(13.2)mm Aggregate) KM 3 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadamspecificationincludingspreadinginuniformthickness,handpackingtoproper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill upthe intersticesof coarse aggregate, watering andcompacting withvibratoryroller tothe requireddensity. By Mechanical Means - Grading II(Using Screening Type B (11.2mm) Aggregate) KM 1 |
| 7 | KM 3 |
| 8 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. KM 1 |
| 9 | KM 3 |
| 10 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 11 | Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratory roller including artificial watering etc. complete. |
| 12 | Providingandconstructing75mm.thickModified PenetrationMacadam(MPM)road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 2 Kilogram/Square Metre, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compactionas per TechnicalSpecificationClause 506 etc. complete.Including picking of existing WBM surface. (VG-30bulkbitumenratesare considered to arrive at rates) KM 3 |
| 13 | Providingandconstructing75mm.thickModified PenetractionMacadam(MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layersmetal30% crusherbrokenmetal+70%Handbrokenmetal(BybreakingRubble obtainedby blasting) , heating andspraying thebitumenof specifiedgrade @2Kilogram/ Square Metre , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc.complete,including applying tackcoatof specifiedgrade ofbitumenatthe rate of 0.30KilogramSquare Metre. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) KM 1 |
| 14 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of13.2 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 rollingtoachievethedesiredcompactionbutexcludingprime/tackandSealcoat.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 |
| 15 | KM 3 |
| 16 | 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 @ 1.2Kilogram/Sq.m,preparing existing road surface by mechanical means, spreading chipsandrolling,bystaticrollerhavingweight8to10MT.etc.complete.(VG-30bulk bitumen rates are considered to arrive at rates) KM 1 |
| 17 | KM 3 |
| 18 | Providing and fixing 1:2:4 ordinary km stones as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete. |
| 19 | Providing and fixing RCC 200 metre stones as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete. |
| 20 | 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. |
