Construction Of Cement Concrete Road At Ward No . 64 In Sector B From Plot No . 79 A To Plot No . 87 Sawarkar Nagar, TOWN HALL AURANGABAD-Maharashtra

Construction Of Cement Concrete Road At Ward No . 64 In Sector B From Plot No . 79 A To Plot No . 87 Sawarkar Nagar , Excavation For Pavement Road Way In Earth Soil Of All Types Sand Gravl Soft Murum Including Dressing Section To Required Grade , Camber , And Side Slopeand Conveying The Excavated Materials With All Lifts Leads Up To A Lead Pf 50 M . And Spreading For Embankment Or Stacking Etccomplete As Directed By Engineer In Charge . Spec . No . :Ssr/2017-18/P 21/Sr No-88/Ssr I 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 -18/ Pg . 23 / It . 2 . 25/ Sr . No . 102 , Picking The Road Surface Including Sectioning Etc . Complete ( B . T . Surface . ) , Construction Of Granular Sub Base By Providing Close Graded Material Mixing In Mechnical Mix Plant At Omc , Carriage Of Mixed Material To Worksite Spreading In Uniform Layers With Motor Grade On Prepared Surface And Compacting With Vibratory Powerroller To Achive The Desired Density , Complete As Per Morth Clause 401 ( By Plant Mix Method ) Pwd/Dsr/P248/I927 Construction Of Granular Sub Base 2 , 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 25Mm , Cement Content Not To Be Less Than 150Kg/Cum , Optimum Moisture Content To Be Determined During Trail Length Construction , Concrete Strength Not To Be Less Than 10Mpa Of 7Days , 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 The Vibratory Roller , Finishing , Curing And Including Preparation Pf Sub-Grade Surface If Required Etc Complete . Ssr/2017-18/P43/I5 . 13/Sr No-190 , 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 Is383 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 Compacting And Finished In A Continuos Operation , Finishing To Lines And Grades As Directed By Engineer In Charge And Curing By Curing Compound /By Providing Cement Vata In Cement Motor 1:8@0 . 6X0 . 6M Centre To Centre , Admeasuring 80Mm At Bottom And 40 Mm At Top With Depth Of75mm And Maintaining The Same Through Curing Period By Any Other Method Approved By Engineer In Charge . Ssr/2017-18/P40 I5 . 06/Sr No-181 , Cutting Transverse Contraction Joints 3 To 4Mm 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 Ssr/2017-18/P44/I5 . 17/Sr No-195 , Providing To Contractions Joints Polysulphide Sealent ( Pouring Grade ) Confirming To Bs:52121989 Into Sawed Groove Widened At Top For Sealent Reservoir Of Specified Size And Shape As Per Detailed Drawing Including Fixing Hgpolythene Foam Backer Etc Complete . Ssr/2017-18/P44/I5 . 18/Sr No-195 , Providing And Fixing Heavy Duty Inter Locking Concrete Rubber Mould Glossy Paving Blocks Of 60 Millimeter Thickness Of Having A Strength Of 400 Kg/Sq . M Of Approved Quality And Shape On A Bed Of Crushed Sand Of 25 To 30 Millimeter Thick Including Striking Joints And Cleaning Etc . Complete . ( Using 100% Crushed Sand )

INR 600 /-

INR 17515.0 /-

INR 17.51 Lakhs /-