Providing Following Materials For Work At Mhase Group Wadgaon Shindodi Providing Following Materials For Work Stbt Of Mdr-58 To Wadgaon Shindodi Road Ch 0 / 700 To 2 / 00 ( Vr-371 ) At Mhase Group Wadgaon Shindodi Tal Shrigonda Dist Ahmednagar , Stbt O, Ahmednagar-Maharashtra

Providing Following Materials For Work At Mhase Group Wadgaon Shindodi Providing Following Materials For Work Stbt Of Mdr-58 To Wadgaon Shindodi Road Ch 0 / 700 To 2 / 00 ( Vr-371 ) At Mhase Group Wadgaon Shindodi Tal Shrigonda Dist Ahmednagar , Stbt Ofmdr-58 To Wadgaon Shindodiroad Ch 0 / 700 To 2 / 00 ( Vr-371 ) At Mhase Group Wadgaon Shindodi 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 , 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

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Name of Work: Providing Following Materials For WorkAt Mhase Group Wadgaon Shindodi Tal Shrigonda Tal Shrigonda Dist Ahmednagar

Sl. No.	Item Description
1	STBT ofMDR-58 To Wadgaon ShindodiRoad Ch 0/700 to 2/00 (VR-371) At Mhase Group Wadgaon Shindodi Tal Shrigonda Dist Ahmednagar
2	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
3	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
4	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
5	Supplying hard murum/ kankar at the road site, including conveying and stacking complete.S.S.R. Item No.2.29a
6	Supplying soft murum at the road site, including conveying and stacking complete..S.S.R. Item No.2.29b
7	Spreading 80/40mmmetalforroadworkincludingsectionongetccompleteasdirectedbyEngineerin charge .S.S.R. Item No.50.58
8	Spreading hard murum/ soft murrum/ gravel or kankar for side width complete . S.S.R. Item No.2.30
9	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
10	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
11	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
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
13	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
14	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
15	Testing Charges of metal 60mm/40mm - crushing Value/Compressive strength Water Absorption and Specific Gravity
16	Testing Charges Of metal 80mm/40mm -Sieve Analysis
17	Testing Charges of Hard Murum - Liquid Limit & Plastik Limit
18	Testing Charges Of BITUMEN - Penetration ,Softening Point ,Flash &Fire Point Specific Gravity
19	Testing Charges Of Bitumen -Extraction Test