Supply And Laying Of 80Mm Thick Grey Pavers In Line And Level And Approved Pattern And Shape, As Per Attached Specifications. The Job Includes Supplying And Laying Sand Bedding, Compacting Using Plate Vibrator, All Material And Labour Complete. Pavers Will Be Laid In Specified Pattern. Plan Of Laying Will Be Developed By The Contractor And Prior Approval Of Eic Will Be Taken Before Commencement Of Laying. The Pavers Supplied Should Qualify Min Comp. Strength Of 47.2Mpa And Should Conform To Is:15658:2006. The Party Shall Have To Produce Manufacturers Certification On The Paver Qualifying Criteria Stated In Is-15658 And Limits Specified In The Attached Specification Before The Pavers Are Sited. Hpcl Reserves The Right To Do Random Sampling And Testing As Per Is-15658:2006 To Assess Manufacturers Certification On Qualifying Norms Specified In The Attached Specification. The Testing Charges, If Samples Qualify, Shall Be Borne By Hpcl, Else Shall Be Borne By The Partybut Reflective Coloured Paver. The Top Layer Shall Have 10To 15Mm Uniform Thickness Made Out Of Granite/Quartz Crushed Aggregated Of Cubical Sizes Not More Than 6 Mm & Downsize (Shall Have Good Abrasion Resistant Properties) As Wearing Layer & Reflective Coating & Cement Shall Be Mixed With Uv Resistant Pigment & Colour As Per Hpcls Selection & Without Impairing The Characteristic Properties Of Cement. Top Surface Shall Be Made Anti Skid (Indentations) With Lacquer Coating Finish(Refer Attached Drawing). 214 Refl. Coloured D/W Paver M40 Square Meters 788.2 Yes Description => Supply And Laying Of 80Mm Thick Pavers In Line And Level And Approved Pattern And Shape, As Per Attached Specifications. The Job Includes Supplying And Laying Sand Bedding, Compacting Using Plate Vibrator, All Material And Labour Complete. Pavers Will Be Laid In Specified Pattern. Plan Of Laying Will Be Developed By The Contractor And Prior Approval Of Eic Will Be Taken Before Commencement Of Laying. The Pavers Supplied Should Qualify Min Comp. Strength Of 47.2Mpa And Should Conform To Is:15658:2006. The Party Shall Have To Produce Manufacturers Certification On The Paver Qualifying Criteria Stated In Is-15658 And Limits Specified In The Attached Specification Before The Pavers Are Sited. Hpcl Reserves The Right To Do Random Sampling And Testing As Per Is-15658:2006 To Assess Manufacturers Certification On Qualifying Norms Specified In The Attached Specification. The Testing Charges, If Samples Qualify, Shall Be Borne By Hpcl, Else Shall Be Borne By The Partybut Reflective Coloured Paver. The Top Layer Shall Have 10To 15Mm Uniform Thickness Made Out Of Granite/Quartz Crushed Aggregated Of Cubical Sizes Not More Than 6 Mm & Downsize (Shall Have Good Abrasion Resistant Properties) As Wearing Layer & Reflective Coating & Cement Shall Be Mixed With Uv Resistant Pigment & Colour As Per Hpcls Selection & Without Impairing The Characteristic Properties Of Cement. Top Surface Shall Be Made Anti Skid (Indentations) With Lacquer Coating Finish.(Refer Attached Drawing) 215 Relaying Of Pavers Square Meters 148.8 Yes Description => Laying Of Hpcl Supplied/Existing Old Pavers In Line And Level , As Per Attached Specifications. The Job Includes Supplying And Laying Sand Bedding, Compacting Using Plate Vibrator, All Material And Laying Of Hpcl Supplied/Existing Old Pavers In Line And Level , As Per Attached Specifications. The Job Includes Supplying And Laying Sand Bedding, Compacting Using Plate Vibrator, All Material And Labour Complete. Pavers Will Be Laid At 45 Degree To Road Line In 1 Red And 2 Grey Arrangement. Plan Of Laying Will Be Developed By The Contractor And Prior Approval Of Eic Will Be Taken Before Commencement Of Laying.. 216 Dressing Of Driveway Square Meters 61 Yes Description => Dressing Of Existing Driveway Wherever Required Including Excavation To Required Depth And Providing / Laying Metalling Upto 3 Or As Per Required Thickness Compacted To Level Desired By Ramming, Filling Up The Interstices With Stone Chips, Stone Grit Powder Including All Materials And Labour, Wherever Necessary As Per Instruction Of Hpcl Engineer/Architect. 217 Precast Kerb 300X150x300 Meters 270.7 Yes Description => Rcc Precast Karb 0.3X0.15X0.30 : Providing And Erecting Kerb Wall Of Concrete Precast Kerb Of Required Size & Shape With M20 Grade Concrete Using 20Mm And Down Size Crushed Stone Aggregates Including Shuttering, Mixing, Compacting , Pond Curing For 14 Days Etc. As Per Is 456, Transporting From The Place Of Casting Errcting The Wall With Filling The Joints With Necessary Cement Slury Etc. Complete. (Refer Attached Drawing) 218 Rcc 1:2:4 Driveway Cubic Meters 6024.7 Yes Description => Providing And Laying 150Mm Thick Rcc Driveway With 1:2:4 Nominal Mix Using 20Mm And Down Size Crushed Stone Aggregates In Panels Using Slotted Ms Channel Shuttering, Machine Mixing, Vibrating With Screed Board Vibrator, Pond Curing For 14 Days, Vaccum Dewatering, Finished With Power Trowelling. Concreting Shall Be Carried Out As Per Is 456 Rate Shall Also Include Providing Approved Quality Polythene Paper Below The Driveway, Constructing Horizontal And Longitudinal Vatas With 1:10 Cm For Curing, Levelling Depressions If Any In The Base With 20Mm Stone Aggregates And Stone Dust..Testing Of Cube, Reinforcement Steel, Stone Aggregates, Sand, Cement Etc. To Be Carried Out By Contractor At No Extra Cost.Tubing, Ducting, Trenching And Other Necessary Embedded Items In Concrete Shall Be Checked With Architect/Hpcl Representative Before Concreting.Grooves Shall Be Cut In The Rcc Driveway And Same Shall Be Filled With Bitumen At No Extra Cost. Rate Shall Be Excluding Reinforcement Steel Which Shall Be Paid Separately .(Refer Attached Drawing) 219 Rcc With M-25 Ready Mix Cubic Meters 8062 Yes Description => Providing And Laying 150Mm Thick Rcc Driveway With M-25 Mix Using 20Mm And Down Size Crushed Stone Aggregates In Panels Using Slotted Ms Channel Shuttering, Machine Mixing, Vibrating With Screed Board Vibrator, Pond Curing For 14 Days, Vaccum Dewatering, Finished With Power Trowelling. Concreting Shall Be Carried Out As Per Is 456 Rate Shall Also Include Providing Approved Quality Polythene Paper Below The Driveway, Constructing Horizontal And Longitudinal Vatas With 1:10 Cm For Curing, Levelling Depressions If Any In The Base With 20Mm Stone Aggregates And Stone Dust..Testing Of Cube, Reinforcement Steel, Stone Aggregates, Sand, Cement Etc. To Be Carried Out By Contractor At No Extra Cost.Tubing, Ducting, Trenching And Other Necessary Embedded Items In Concrete Shall Be Checked With Architect/Hpcl Representative Before Concreting.Grooves Shall Be Cut In The Rcc Driveway And Same Shall Be Filled With Bitumen At No Extra Cost. Rate Shall Be Excluding Reinforcement Steel Which Shall Be Paid Separately .( Using M-25 Grade Ready Mix Concrete- No Fly Ash Content).(Refer Attached Drawing) 220 Rcc 1:2:4 Without Dewatering Cubic Meters 5610 Yes Description => Providing And Laying 150Mm Thick Rcc Driveway With 1:2:4 Nominal Mix Using 20Mm And Down Size Crushed Stone Aggregates In Panels Using Slotted Ms Channel Shuttering, Machine Mixing, Vibrating With Screed Board Vibrator, Pond Curing For 14 Days,Concreting Shall Be Carried Out As Per Is 456 Rate Shall Also Include Providing Approved Quality Polythene Paper Below The Driveway, Constructing Horizontal And Longitudinal Vatas With 1:10 Cm For Curing, Levelling Depressions If Any In The Base With 20Mm Stone Aggregates And Stone Dust..Testing Of Cube, Reinforcement Steel, Stone Aggregates, Sand, Cement Etc. To Be Carried Out By Contractor At No Extra Cost.Tubing, Ducting, Trenching And Other Necessary Embedded Items In Concrete Shall Be Checked With Architect/Hpcl Representative Before Concreting.Grooves Shall Be Cut In The Rcc Driveway And Same Shall Be Filled With Bitumen At No Extra Cost. Rate Shall Be Excluding Reinforcement Steel Which Shall Be Paid Separately . But Without Vaccum Dewatering And Power Trowelling With 1:2:4 Nominal Mix 221 Rcc Precast Cover Square Meters 3304.7 Yes Description => Providing And Laying Factory Made Pre-Cast Rcc (Concrete Grade Minimum M35) Covers With Ms Lifting Lugs Having Thickness 90 Mm And Size To Cover The Pipeline Trench. The Cover Shall Be Suitable For Aaa Class Load (Minimum 35 Mt Rolling Axle Load) And Shall Have Ms Enclosure Of Minimum 2 Mm Thick Allaround Including Reinforcement Suitable For Load Class. The Clear Opening Span Of Trench Shall Not Be More Than 650 Mm.(Refer Attached Drawing) 222 Ins.Chambers-600X600 Each 6290.1 Yes Description => Inspection Chamber Providing And Constructing Following Size Inspection Chambers With 230Mm Thick Brick Masonary In 1:5 Cement Mortar, Excavation, 75Mm Thick Power Control Centre 1:3:6 Bed, Plasteringthe Internal Side Walls And Power Control Centre Top Surface With Neat Cement Finish And Fixing Of Chamber With Pre Cast Rcc Frame To The Plumb & Level As Required And Instllation Of The Rcc Cover To The Level Complete In All Respects(Refer Attached Drawing) 223 Ins Chambers-450X450 Each 4847.5 Yes Description => Inspection Chamber Providing And Constructing Following Size Inspection Chambers With 230Mm Thick Brick Masonary In 1:5 Cement Mortar, Excavation, 75Mm Thick Power Control Centre 1:3:6 Bed, Plasteringthe Internal Side Walls And Power Control Centre Top Surface With Neat Cement Finish And Fixing Of Chamber With Pre Cast Rcc Frame To The Plumb & Level As Required And Instllation Of The Rcc Cover To The Level Complete In All Respects 450X450x700mm Ins Chambers(Refer Attached Drawing) 224 Transp. Of 35 Kl Within 50 Km Each 8250 Yes Description => Transportation Of 35Kl Horizontal Tanks To Site Including Loading, Unloading Etc. Complete Upto 50Km From The Source 225 Transp. Of 35 Kl Beyond 50 Km Kilometers 33 Yes Description => Transportation Of 35Kl Horizontal Tanks To Site Including Loading, Unloading Etc. Complete But Beyond 50 Km 226 Transp. Of 22 Kl Within 50 Km Each 7920 Yes Description => Transportation Of 22Kl Horizontal Tanks To Site Including Loading, Unloading Etc. Complete Upto 50Km From The Source 227 Transp. Of 22 Klbeyond 50 Km Kilometers 30.8 Yes Description => Transportation Of 22Kl Horizontal Tanks To Site Including Loading, Unloading Etc. Complete From The Source Beyond 50 Km 228 Transp. Of 16 Kl Within 50 Km Each 7700 Yes Description => Transportation Of 16Kl Horizontal Tanks To Site Including Loading, Unloading Etc. Complete Upto 50Km From The Source 229 Transp. Of 16 Kl Beyond 50 Km Kilometers 28.6 Yes Description => Transportation Of 16Kl Horizontal Tanks To Site Including Loading, Unloading Etc. Complete From The Source Beyond 50 Km 230 Transp. Of 9 Kl Within 50 Km Each 6050 Yes Description => Transportation Of 9Kl Horizontal Tanks To Site Including Loading, Unloading Etc. Complete Upto 50Km From The Source 231 Transp. Of 9 Kl Beyond 50 Km Kilometers 27.5 Yes Description => Transportation Of 9Kl Horizontal Tanks To Site Including Loading, Unloading Etc. Complete Upto 50Km From The Source- But Beyond 50 Km 232 Tr.Mono/Duel Du<50Km Lot-5No Lot 3300 Yes Description => Transportation Of Dus To Site Including Loading, Unloading Etc. Complete Upto 50Km From The Sourcethe Quantity Will Be Calculated Per Trip Upto Maximum Of Carrying 5 Pumps Per Trip 233 Tr.Mono/Dueldu Beyond 50Km-5No Kilometers 24.8
