Constructing Concrete Road From Trisharan Chowk To Pruthiraj Nagar In Ward No . 110 Mayurban Colony . , Scarifying The Existing Granular Road Surface To A Depth Of 50 Mm And Disposal Of Scarified Material Within All Lifts And Leads Upto 1000 Metres . Ssr 2017-2018 Item No . 3 . 09 , 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 . Ssr 2017-2018 Item No . 2 . 11 . , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of 20Cm To 30Cm . Breaking Clods , Dressing To The Required Lines , Curves , Grades And Section , Watering And Compacting To Not Less Than 97% Of Standard Proctor Density For A Lead Of Over 50M . To 300M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . Ssr 2017-2018 Item No . 2 . 26 . ( Lead Chart Statement C - 1 ) , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-2 Class Of 450 Mm Diameter In Proper Line , Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc . Complete . As Per Ssr Item No . 11 . 08 . , Providing Earth Work In Embankment With Approved Materials Obtained From Departmental Land Or Other SourcesUpto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing To The RequiredLines , Curves , Grades And Section , Watering And Compaction With Vibratory Roller With V-Sat Attachment To Achieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete . Ssr 2017-2018 Item No . 2 . 28 , Construction Of Granular Sub-Base By Providing Close Graded Material , Mixing In A Mechanical Mix Plant At Omc , Carriage Of Mixed Material To Work Site , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density , Complete As Per Clause 401 -- Plant Mix Method And Grading - Ii Material . As Per Ssr Item No . 3 . 02 . , Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383 , The Size Of Coarse Aggregate Not Exceeding 25 Mm , , Cement Content Not To Be Less Than 150 Kg/ Cum , Optimum Moisture Content To Be Determined During Trial Length Construction , Concrete Strength Not To Be Less Than 10 Mpa At 7 Days , Mixed In A Batching Plant/ Weigh Batch Mixer , Transported To Site With All Leads And Lifts , Laid With A Paver With Electronic Sensor /By Suitable Means As Approved By Engineer-In-Charge , Compacting With VibratoryRoller , Finishing , Curing And Including Preparation Of Subgrade Surface If Required Etc . Complete . As Per Ssr Item No . 5 . 13 . , Providing And Laying In-Situ M40 Grade Unreinforced Plain Cement Concrete Pavement With Max 20% Fly Ash ( Fly-Ash Upto 20% By Weight Of Cement ) Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is383 , Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013 , Mixed In ABatching And Mixing Plant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying Compacting AndFinished In A Continuous Operation , Finishing To Lines And Grades As Directed By Engineer-In-Charge And Curing By Curing Compound /By Providing Cement Vata In Cement Mortar 1:8 @0 . 6M X 0 . 6M Centre To Centre , Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any OtherMethod Approved By Engineer-In-Charge . ( With 50 % Crush Sand & 50 % River Sand And Including Groove Cutting & Fiber 0 . 90 Kg / Cum ) . As Per Ssr Item No . 5 . 09 . , Providing And Fixing In Position Tmt Bar Reinforcement Of Various Diameters For Reinforced Cement Concrete Pile Caps , Footings , Foundations , Slabs , Beams , Columns , Canopies , Stair Case , Newels , Chajjas , Lintels , Pardis , Copings , Fins , Arches Etc . As Per Detailed Designs , Drawings And Schedules Including Cutting , Bending , Hooking The Bars Binding With Wires Or Tack Welding And Supporting As Required Complete . Spec . No . : Bd . F . 17 Page No . 306 . Pwd Dsr Page No:55 Item No:140 . , Providing Solling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voids With Crushed Sang / Grit , Ramming , Watering Etc . Complete . Ssr 2017-2018 Item No . 21 . 40 . , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 80Mm Thick In M-40 Grade OfApproved Size And Shape For City Streets , Small /Medium Market Roads , Low Volume Roads , Utility Cuts On Arterial Roads Etc . As Specified And As Per Is 15658:2006 Including Cost Of AllMaterials , Manufacturing , Curing , Transportation Of Blocks To Work Site Including Loading , Unloading And Stacking As Directed , Laying Paving Blocks In Position Over Prepared Bed Of Natural Sand / Crushed Sand Of 50 Mm Thickness Including Necessary Excavation In All Stratas , Spreading Blindge Of Fine Sand Over The Prepared Bed , Compacting Blocks By PlateVibrator Etc . Complete . As Per Ssr Item No . 5 . 20 , Providing And Laying Cast In Situ / Ready Mix Cement Concrete M-15 Of Trap / Granite / Quartzite / Gneiss Metal For Coping To Plinth Or Parapet , Moulded Or Chamfered As Per Drawing Or As Directed Including Steel Centering , Plywood / Steel Formwork Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing Uneven And Honeycombed Surface And Curing Etc . Complete . The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only . Newly Laid Concrete Shall Be Covered By Gunny Bag , Plastic , Tarpaulin Etc . ( Wooden Centering Will Not Be Allowed . ) As Per Ssr No . 24 . 16 . , Add For Royalty Charges , Laboratory Testing Of Compressive Strength Of C . C . Cube ( Set Of 3 Cubes ) . , Laboratory Testing Of Taking Of Core Samples In Concrete Pavement . , Laboratory Testing Of Basic Test Of Cement . Standard Consistancy , Fineness , Specific Gravity , Setting Time ( Initial & Final ) , Compressive Strength , Soundness
