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| 1 | Eight layer acrylic coating system (itf)1. Primer layer : to improve bonding of acrylic withSubfloor,2. Acrylic resurfacer layer: for filling up the surface andSmoothing subfloor3. Heavy base rubber layer 1 : speciallyGraded fine crumb rubber particles provide the system itsDistinct cushioned playing characteristics4. Fine rubber course : creates smoothCushioned finish in preparation for the texture andFinish courses5. Resurfacer coat : acrylic resurfacerBlended with silica sand for filling up the cushionSurface and smoothing subfloor.6. Base coat I : acrylic base coat IProvides a uniform surface texture coat.7. Base coat ii : acrylic base coat iiDetermines the traction speed of the court.8. Top coat : acrylic top coatCreates a vibrant antiskid finish highly resistance to Weather and ultraviolet degradation.Make – pacecourt (itf classified) |
| 2 | Game Line Marking |
| 3 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (also for filling the gap between the rubble.)Road Sub grade -Ref No-SSR No- 2.29aAddl.Specification |
| 4 | Spreading hard murum/ soft murrum/ gravel or kankar for side width completeRoad Sub grade -Ref No-SSR No- 2.30 Addl.Specification |
| 5 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. Road Sub grade -Ref No-SSR No- 2.11Addl.Specification MORTH 301 |
| 6 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.Road Sub grade -Ref No-SSR No- 2.31Addl.Specification |
| 7 | Providing dry rubble stonepitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. Road Sub grade -Ref No-SSR No- 2.34 Addl.Specification |
| 8 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land)Road Sub grade -Ref No-SSR No- 2.27Addl.Specification MORTH 305 |
| 9 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.Road Sub Base and Base Course -Ref No-SSR No- 3.23Addl.SpecificationMORTH 406 |
| 10 | 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 excluding prime / tack and Seal coat. 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) Road Surfacing Course -Ref No-SSR No-4.12Addl.SpecificationMORTH 510 |
| 11 | Providing and constructing 50 mm. thick ModifiedPenetration Macadam (MPM)road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) Road Surfacing Course -Ref No-SSR No-3.37aAddl.SpecificationMORTH505 |
| 12 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-20oftrap/granite/ quartzite/gneissmetalforR.C.C.pardiofrequiredthicknessincludingsteelcentering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem ifspecialfinishistobeprovidedandcuringcomplete.(Excludingreinforcementand structuralsteel).withfullyautomaticmicroprocessorbasedPLCwithSCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)Reinforced Cement ConcreteRef No-BDF 11SSR No-26.17Addl.Specification Bd.F.11 Page One Number 304 and B.7, Page One Number 38 |
| 13 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.Reinforced Cement ConcreteRef No- BDF 17SSR No-26.33 Addl.Specification Bd.F.17, Page One Number 306 |
| 14 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positionsincludingbasecoatof15mmthickincementmortar1:4usingwaterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping thesurfaceofthebasecoatroughtoreceivethesandfacedtreatment6to8mm thickin cementmortar1:4finishingthesurfacebytakingoutgrainsandcuringforfourteendays scaffolding etc.complete.Plastering and PointingRef No-BDL 7 SSR No- 32.11 Addl.Specification Bd.L.7 Page One Number 369 |
| 15 | Providing fine cementfinish1.5 mm thick overgreen plastersurface including scaffolding curing etc. complete. Plastering and PointingRef No- BDLSSR No- 32.21Addl.Specification As directed by Engineer incharge. |
