Providing Following Materials For Work At Hingani Dumala Providing Following Materials For Work Stbt Of Sh-65 To Sawantwadi, Hingani, Shindewadi To Mdr-58 Road Ch 0/00 To 3/00 (Odr-303) At Hingani Dumala Tal Shrigonda Dist Ahmednagar , Stbt Ofsh-65 To Saw

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Providing Following Materials For Work At Hingani Dumala Providing Following Materials For Work Stbt Of Sh-65 To Sawantwadi, Hingani, Shindewadi To Mdr-58 Road Ch 0/00 To 3/00 (Odr-303) At Hingani Dumala Tal Shrigonda Dist Ahmednagar , Stbt Ofsh-65 To Sawantwadi, Hingani, Shindewadi To Mdr-58 Road Ch 0/00 To 3/00 (Odr-303) At Hingani Dumala Tal Shrigonda Dist Ahmednagar , Labour Charges For Removing Grass, Thorney Shrubs, Jungli Shrub, Kubabul And Alike Grassalong Roadside Making The Ground Clean By Showel And Phavaras Etc. Complete.S.S.R Item No.21.33 , Picking The Road Surface Including Sectioning Etc. Complete (Bt Surface.).S.S.R. Item No.21.33 , Excavationforcatch/Side Watergutterinallsortsofsoilsto Thespecifiedsectionincluding Stackingthe Excavated Stuff In A Regular Bund And Disposing Of Unsuitable Or Excess Stuff As Directed All Sorts Of Soils.S.S.R. Item No.2.18 , Supplying Trap/Granite/Quartzite/Gneiss Stone Metal Of Required Size By Bringing The Boulders / Rubble At The Roadsidebreakingthemtorequiredgradationincludingconveyingtheboulders/Rubbleandstackingthe Broken Metal Etc. Complete . (Prior Approval Of Sample Stack Of Broken Metal By The Ex. Engineer Is Necessary Thedateofapprovalwillformpartofthemeasurements) A)40Mmmetal,Bybreaking Boulders (Hand Broken)..S.S.R. Item No.50.57 , Supplying Hard Murum/ Kankar At The Road Site, Including Conveying And Stacking Complete.S.S.R. Item No.2.29A , Supplying Soft Murum At The Road Site, Including Conveying And Stacking Complete..S.S.R. Item No.2.29B , Spreading 80/40Mmmetalforroadworkincludingsectionongetccompleteasdirectedbyengineerin Charge .S.S.R. Item No.50.58 , Spreading Hard Murum/ Soft Murrum/ Gravel Or Kankar For Side Width Complete . S.S.R. Item No.2.30 , 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.S.S.R. Item No.50.61 , Providing And Constructing 75 Mm. Thick Modifiedpenetration Macadam (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 Kg/Sqm, Spreading 12 Mm.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 506 Etc. Complete. Including Picking Of Existing Wbm Surface. (Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates).S.S.R. Item No.3.35A , Open Graded Premix Surfacing- Providing And Laying Ogc 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mmaggregatespremixedwithbituminousbindertransportedtositewithvts,Laidoverapreviously Preparedsurface,Finishedtotherequiredgrade,Level,Alignment,Androllingtoachievethedesired 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)S.S.R. Item No.4.12 , Providing And Applying Tack Coat On The Prepared Surface Heating By Fames In Boiler And Spraying Bitumen Set Footed In Bitumen Boller On B.T. Surface 2.5 Kg/10 Sqm.(Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates).S.S.R. Item No.3.30 , Providing Bituminous Type A Liquidseal Coat On Bituminous Surface Including Supplying All Materialsand Bitumen Of Specified Gradepreparing Existing Road Surface, Heating And Applying Bitumen @ 0.98 Kgsqm. 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).S.S.R. Item No.4.01 , Providing And Fixing Board Displaying Information, Such As Name Of Work, Tender Cost, Name Of Contractor, Work Completion And Liability Period Etc, Having Rectangular Shape Of 1.20M X 0.90M Size Made Out 18 Gauge (1.25Mm)Thickmildsteelsheetpaintedwithonecoatofzincchromatestovingprimerandtwocoatsof Enamelpaintonfrontside Andgreystove Enamelonbackside Andborder/Messages/Symbolsetc.With Approved Colour Shade Paint Complete, On M.S.Angle Of Size 35 X 35 X 3 Mm Frame With Properly Cross Braced M.S. Angles Of Size 35Mmx35mmx3mm Duly Painted Including Two M.S. Angle Iron Posts Of Size 65 Mm X 65 Mm X 6 Mm, 3.65 M Long Painted With Alternate Black And White Bands Of 25 Cm Width Including All Fixtures Etc.Andfixingtheboardsin1:4:8Concreteblockofsize60cmx60cmx75cmincluding,Excavation, Refilling, Transportation, And Labour Etc Complete. Spec. No. As Directed By Engineer In Charge , Testing Charges Of Metal 60Mm/40Mm - Crushing Value/Compressive Strength Water Absorption And Specific Gravity , Testing Charges Of Metal 80Mm/40Mm -Sieve Analysis , Testing Charges Of Hard Murum - Liquid Limit & Plastik Limit , Testing Charges Of Bitumen - Penetration ,Softening Point ,Flash &Fire Point Specific Gravity , Testing Charges Of Bitumen -Extraction Test