50±2Hzoutput Voltage 220Vac/230Vac±1Perc. Frequency Effect Approx. 1.5Perc. Change In Output Voltage, For 1Perc. Change In Input Frequencyefficiency 90Perc. , Typical, At Full Loadcommon-Mode-Noise Attenuation* 1:3000, Typical Normal-Mode-Noise Attenuation* 1:2500, Typical Output Waveform Sinusoidaltotal Harmonic Distortion 5Perc. (Typical) At 230Vac-Input & Full-Load Changeoutput Voltage Correction 2 Cycle (Max.) For No Load To Full Load Conditionsover Load Protection To Be Providedoperating Temperature 0ºc To +50ºcoperating Humidity 95Perc. Rh, Non Condensingmetering 0-300V, M.I. Meter; Accuracy ± 2Perc. Fsd (To Monitor Output Voltage)Environment 0-40°C, 95Perc. Rh (Non Condensing) 203 Gsb Layer Square Meters 288.6 Yes Description => Filling Material With Gsb (Granular Sub Base) Of 150 Mm Thick : The Gsb Shall Consists Of The Following Material : 40 To 53Mm Size Metal : 40Perc. , 40 To 53Mm Size Metal : 40Perc. , 20 To 40Mm Size Metal 20Perc. , 10 To 20Mm Size Metal 20Perc. And 0 To 10Mm Size Metal 20Perc. . Job Shall Include Supply And Filling Gsb Materials In Compacted Layers Of 150 Mm . Payment Shall Be Released On The Compacted Layer Provided By The Vendor At Site. Compaction Shall Be Carriedout With Power Roller Of 80 Kn To 100 Kn Capacity Contractor Has To Obtain Necessary Clerance From Hpcl Or Its Autorised Reprensatative For First Layer. Only After Clearance Of 1 St Layer,The Second Layer Gsb Shall Be Provided. Job Includes All Material, Watering, And Transporation Cost Of The Required To Be Completed As Per The Directions Of The Hpcl 204 Wbm 1St Layer 100 Mm Thk. Square Meters 230.2 Yes Description => Water Bound Macadum Providing And Laying Wbm In 100Mm Thick Compacted Thickness Each Using Well Graded Stone Aggregates Of Approved Quality Of 90 To 45 Mm Size With Screening Of 13.2 Mm & Less. Rate Includes Spreading Metals, Hand Packing, Filling The Interstices With Spalls, Chips, And Approved Quality Binder And Rolling Each Layer With 8 To 10 Mt Power Roller With Simultaneous Watering Till The Metal Is Bound By The Water Binder Paste To Achieve Maximum Compaction, Finishing The Surface To Proper Grade And Level .Rate Also To Include Carrying Out The Following Tests On Aggregates And Test Results To Be Submitted To Eic Before Use And Shall Meet Following Strength Requirements.[La Abrasion Value : 40 Perc. , Flakiness Index :15 Perc. ] 205 Wbm 2Nd Layer 75 Mm Thk. Square Meters 152.5 Yes Description => Water Bound Macadum Providing And Laying Wbm In 75 Mm Thick Compacted Thickness Each Using Well Graded Stone Aggregates Of Approved Quality Of 90 To 45 Mm Size With Screening Of 13.2 Mm & Less. Rate Includes Spreading Metals, Hand Packing, Filling The Interstices With Spalls, Chips, And Approved Quality Binder And Rolling Each Layer With 8 To 10 Mt Power Roller With Simultaneous Watering Till The Metal Is Bound By The Water Binder Paste To Achieve Maximum Compaction, Finishing The Surface To Proper Grade And Level .Rate Also To Include Carrying Out The Following Tests On Aggregates And Test Results To Be Submitted To Eic Before Use And Shall Meet Following Strength Requirements.[La Abrasion Value : 40 Perc. , Flakiness Index :15 Perc. ] - Second Layer 75 Mm Thick Using 63 To 40Mm Size Stone Aggregate With Screening Of 13.2 Mm & Less. 206 Wbm 3Rd Layer 75 Mm Thk. Square Meters 152.5 Yes Description => Water Bound Macadum Providing And Laying Wbm In 75 Mm Thick Compacted Thickness Each Using Well Graded Stone Aggregates Of Approved Quality Of 90 To 45 Mm Size With Screening Of 13.2 Mm & Less. Rate Includes Spreading Metals, Hand Packing, Filling The Interstices With Spalls, Chips, And Approved Quality Binder And Rolling Each Layer With 8 To 10 Mt Power Roller With Simultaneous Watering Till The Metal Is Bound By The Water Binder Paste To Achieve Maximum Compaction, Finishing The Surface To Proper Grade And Level .Rate Also To Include Carrying Out The Following Tests On Aggregates And Test Results To Be Submitted To Eic Before Use And Shall Meet Following Strength Requirements.[La Abrasion Value : 40 Perc. , Flakiness Index :15 Perc. ] -Third Layer Of 75Mm Thick Using 53 To 22.2 Mm Size Stone Aggregate With Screening Of 13.2 Mm & Less 207 Premix Carpet-50 Mm Square Meters 492.5 Yes Description => Providing And Laying Premix Carpet 50 Mm Thick ( Consolidated) With Coarse Aggregate Of Nominal Size 12.5 Mm ( Two Part ) And 10 Mm ( One Part) . Quantity Of Bitumen (80/100 Grade) Used Should Be 36.5 Kg Per 10 Sqm For Premix And 7.5 Kg Per 10 Sqm For Tack Coat. Surface Preparation By Cleaning With Wire Brush, Removing The Dust Etc Before Applying Tack Coat. The Job Includes Compaction By 8 To 10 Ton Roller To Proper Camber And Slope All Complete As Per Direction Of Engg.-In-Charge. 208 Premix Carpet-100 Mm Square Meters 940.6 Yes Description => Providing And Laying Premix Carpet 100 Mm Thick ( Consolidated) With Coarse Aggregate Of Nominal Size 12.5 Mm ( Two Part ) And 10 Mm ( One Part) . Quantity Of Bitumen (80/100 Grade) Used Should Be 36.5 Kg Per 10 Sqm For Premix And 7.5 Kg Per 10 Sqm For Tack Coat. Surface Preparation By Cleaning With Wire Brush, Removing The Dust Etc Before Applying Tack Coat. The Job Includes Compaction By 8 To 10 Ton Roller To Proper Camber And Slope All Complete As Per Direction Of Engg.-In-Charge.100Mm Thick Carpet : Specification Same As Above Item But Two Layers Of 50Mm Thick Each. 209 Seal Coat 12 Mm Square Meters 247.5 Yes Description => Providing And Laying Seal Coat Of 12 Mm Thick With 6.3 Mm Down Coarse Aggregate. Quantity Of Bitumen Used Should Be 19.6 Kg Per 10 Square Meter Of Seal Coat . The Job Includes Compaction By 8 To 10 Ton Power Roller To Proper Camber And Slope All Complete As Per Direction Of Engg.-In-Charge. Finishing Should Be Done By Applying A Layer Of Sand In Order To Fill Up The Voids. Note : All The Asphalting Jobs Shall Be Started Only After Stacking Bitumen At The Site As Per Theoretical Calculation Considering The Area. The Total Job Including Seal Coat To Be Carried Out In One Go. In Case Of Any Delay In Laying The Seal Coat After Laying The Premix Carpet, Additional Tack Coat @ 5.0 Kg Per 10 Sqm To Be Laid Without Any Extra Payment. 210 Mastic Wearing Coarse 25Mm Square Meters 899.8 Yes Description => Mastic Wearing Coarse (25 Mm Thick): Providing And Laying 25 Mm Thick Mastic Wearing Coarse Using Stone Aggregates As Per Following Specs- Coarse Aggregated To Be Used 35Perc. Of Total Mix , Balance Shall Be Coarse Sand And Filler Material, Lime Stone Powder And Industrial Bitumen Of Grade85/25 Confirming To Is 702 Prepared By Using Mastic Cooker And Laid To Required Level And Slope Including Providing Anti Skid Surface With Bitumen Precoated Fine Grain Chipping Of 9.5 Mm To 13.2 Mm Size At The Rate Of 0.005 Cum Per 10 Square Meter Of Approx. Spacing Of 10 Cm Center To Center In Both Directions , Pressed Into Surface Protruding 1Mm To 4 Mm Over Mastic Surface Including Cleaning The Surface Removal Of Debris Etc. Material And Labour Complete. Note : Lime Stone Powder Shall Have Minimum Calcium Carbonate Content Of 80 Perc. . 211 S/L Driveway Grey Paver M-40 Square Meters 674.9 Yes Description => 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 Party.(Refer Attached Drawing) 212 S/L Dr.Way Colour Paver M-40 Square Meters 731.6 Yes Description => 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 Party.Coloured Paver(Refer Attached Drawing) 213 S/L Refl. Grey D/W Paver M40 Square Meters 731.6
