|
| 1 | 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) |
| 2 | 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) |
| 3 | ProvidingandapplyingtackcoatonthepreparedsurfaceheatingbyfamesinBoilerand spraying bitumen withsprayer on Dry / Hungry B.T. surface 3 Kilogram/10 Square Metre. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 4 | BITUMINOUSMACADAM:Provingandlayingbituminousmacadamusingcrushed aggregatesofGrading 1, premixedwithbituminousbinder, transportedto site withVTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rollingtoachievethe desiredcompactionfor80/100mm compactedthicknesswith3.3% usingspecifiedgradeofBitumen.--USINGBatchmixtypehotmixplantwithSCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 5 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading II, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compactionfor 30 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 6 | Suupplying, spreading and compaction of hard murum including conveying, stacking and Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.. |
| 7 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete |
| 8 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). |
| 9 | Excavation for catch / side water gutter in all sorts of soils to the specified sectionincluding stacking the excavated stuff in a regular bund and disposing of unsuitable orexcess stuff as directed all sorts of soils. |
| 10 | The maintenance ofdrainsinclude erosion,repair,clearing,cleaning,reshaping,regrading, deepening of side drains as well as catch water drains etc. complete |
| 11 | Maintenance of Kilometer stones, and 200 metre by way of refiting of tilted stones repairingwith cement mortar, cleaning, repairing and lettering on 200 metre km stone and5th km stone etc. complete |
| 12 | Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. complete |
| 13 | Providingandfixinginformatorysignboardsinrectangularshapeofsize1.20m x0.90m made out of 16 guage Aluminum panel bonded with IRC Specified colour ofretro reflective sheeting ofType IVHighIntensityMicro-PrismaticGrade Sheeting (HIP)having pressure sensitive/heatactivatedadhesive,IRCSpecifiedcolourretroreflectivecutoutborder& messageshavingpressuresensitiveadhesivehavingborder&messagesinIRCSpecified colour bacKilogramround including M. S. angle iron frame of size 35 mm X 35 mm X 3 mm & two M.S. angle iron post of size65 mm X 65 mm X 6 mm, 3.65 m long,duly painted withflatoilpainthavingalternateblackandwhitebandsof25cmwidthincludingG.I. fixturesetc;fixingtheboardsinM-20 concreteblockofsize60cmX60cmX75cm including transportation etc; complete.Aluminum Panel Type IV High Intensity |
| 14 | Providing and fixing sign boards of size 90cm having shape of an equilateral triangle made outof14gaugesheetwithretroreflectivesheetingofEngineeringGradeasperM.O.T. specification Number 801-3(1993) white reflective back ground, lettering symbol bordering of black non reflective paint including M. S. angle iron back frame of size 35 mm X 35 mm X 5 mm &M.S.angle one post of 50mm x 50mm x 5mm size 3.45 metre long duly painted with white andblack bands including fixingM.S. angle of the boards withgalvanised nuts and boltsandwashers.TheBoardshallbeasperIRC-67-1977includingconveyingfixingin groundwithC.C.1:4:8blockofsize 0.60x0.60x0.75m,with7yearguarantee forthe sheeting etc. complete. Mild Steel Board with Engineering Grade |
| 15 | Excavator (JCB JS80) or Equivalent |
| 16 | Truck/Tractor |
| 17 | Helper Un Skilled |
| 18 | I) Penetration Test,Softening Point,Flash & Fire Point,Specific Gravity (A) For Bitumen work) |
| 19 | II) Viscocity (A) For Bitumen work) |
| 20 | III) Ductility /Elastic Recovery (A) For Bitumen work) |
| 21 | IV) Water Absorption,Specific Gravity,Impact Value,Crushing Value, (A) For Bitumen work) |
| 22 | V) Sieve Analysis |
| 23 | VI) Flankiness Index & Elongation Index (A) For Bitumen work) |
| 24 | VII) Striping Value |
| 25 | VIII) Extraction Test for BM+BC |
| 26 | l) Liquid Limit & Plastic Limit C) For Murum |
