Constructing Concrete Road At Vivekanand Pooram Phase - 2 In Ward No . 101 . , 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 . , 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 , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of20cm 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 . 25 . , Providing Earth Work In Embankment With Approved Materials Obtained From Departmental Land Or Other Sources Upto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing To The Required Lines , 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 . 27 . , Construction Of Granular Sub-Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface , Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Vibratory Roller To Achieve The Desired Density , Complete As Per Clause 401 -- By Mix In Place Method And Grading - Ii Material . Ssr 2017- 2018 Item No . 3 . 05 . , Providing And Laying Cast In Situ/Ready Mix Cement Concrete In M-10 Of Trap/ Granite/Quartzite/ Gneiss Metal For Foundation And Bedding Including Bailing Out Water , Formwork , Laying/Pumping , Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing If Required And Curing Complete , With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/Concrete Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Natural Sand/V . S . I . Quality Artificial Sand Ssr 2017- 2018 Item No . 24 . 01 . , Providing And Laying In-Situ M30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is 383 , Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013 , Mixed In A Batching And Mixing Plant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying With Approved Make Paver , Compacted And Finished 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 . Ssr 2017- 2018 Item No . 5 . 01 . , Cutting Transverse Contraction Joints 3 To 4 Mm Wide And Depth 60Mm . In Concrete Slab Using Concrete Cutting Machine With Diamond Studded Saw Within 48 Hours Of Casting Of Bay / Slab Etc . Complete Including Subsequent Widening Of The Groove 8 To 10 Mm . Wide At Top Having Depth Of 15 Mm . As Directed By Engineer In Charge . As Per Ssr Item No . 5 . 17 . , Providing And Fixing Heavy Duty Inter Locking Concrete Coloured Paving Blocks Of 80 Mm Thickness Of Having A Strength Of 300 Kg/Sq . Cm . Of Approved Quality And Shape On A Bed Of Crushed Sand Of 25 To 30 Mm Thick Including Skirting Joints And Cleaning Etc . Complete . Ssr 2017- 2018 Item No . 33 . 52 . , 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 Item 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 .
