Constructing Cement Concrete Road At Matrura Nagar E-1 Shri . Adhane Mama House To Hanuman Mandir, TOWN HALL AURANGABAD-Maharashtra

Constructing Cement Concrete Road At Matrura Nagar E-1 Shri . Adhane Mama House To Hanuman Mandir , 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 . :Rd . 3 Ssr / 2017 -18 / Pg . 23 / It . 2 . 25 / Sr . No . 102 , 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 , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voids With Crushed Sand / Grit , Ramming , Watering Etc . Complete . , 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 Concrete Sub Bas Over A Prepared Sub-Grade With Coarse And Fine Aggregate Not Exceeding 25 Mm , Cement Content Not To Be Less Than 150 Kg / Cum , Optimum Moisture Content To Be Determined Trial Length Construction , Concrete Strength Not To Be Less Than 10 Mpa Of 7 Days , Mixed In Batching Plant / Weigh Batch Mixer , Transported To Site With All Leads And Lifts , Laid With Electronic Sensor / By Suitable Means As Approved By Engineer In Charge Compacting With 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 ( Natural Sand / Vsi Grade Finely Washed Crushed Sand ) 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 Curing Period By Any Other Method Approved By Engineer-In-Charge . Ssr 2018-19 , Royalty Charges

INR 3000 /-

INR 15572.0 /-

INR 15.57 Lakhs /-