Construction Concrete Road From H/O Suresh Plallave To H/O Santosh Shinde At Shivaji Colony Mukudwadi . , AMC E-TENDER CELL PHASE-3, BUILDING AURANGABAD-Maharashtra

Construction Concrete Road From H/O Suresh Plallave To H/O Santosh Shinde At Shivaji Colony Mukudwadi . , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or Soft Murum Inlcuding Dressing Sectin To The Required Grade , Camber And Side Slopes And Conveying The Excavated Mat Erials With All Lifts Upto A Lead Of 50 M . And Spreading For Embankment Or Stacking As Directed . By Mechanical Means . Mort 301 2 . 1 - Morth 309 , ( Ssr No . : 2 . 11 ) , Conveying Materials Obtained Form Road Cutting Inlcuding All Lifts , Laying In Layers Of 20 Cm To 30 Cm 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 300 Cm To 500 M Incusive , From The Site Of Excavation To The Site Of Depostion As Directed , Orth 305 2 . 25 - Morth 2504 ( Ssr No . : 2 . 25 ) , Construction Of Granualr Sub-Base By Providing Close Graded Material , Mixing In A Mechanical Mix Plant At Omc , Carriage Of Mixed Material To Work Site , Spreding In Uniform Layers With Motor Grader / Paver On Prepared Surface And Compacting With Vibratory Power Roller To Clause 401 , Paint Mix Method And Grading- Iii Material Morth 401 3 . 02 Morth 202 ( Ssr No . : 3 . 02 ) , Providing And Laying Cast In Situ / Ready Mix Cement Concrete In M-10 Of Trap/ Granite/ Quartzit / Gneiss Metal For Foundation And Bedding Including Bailling 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 Enabaled Reversible Drum Type Mixer / Concrete Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Natural Sand / V . S . . I . Quality Artificial Sand Bde 1 . 20 . 01 - Bd . E . 1 Page No . 287 ( Ssr No . 24 . 01 ) , Providing And Laying In Situ M-30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement Coarse And Fine Aggregate Conforming Tgo 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 Titing Mixer And Weigh Batcher As Per Approved Mix Design Admixtures , Tgrasnporting To Site , Spreading Laying With Approved Make Paver , Compacted And Finished In A Continuus Operation , Finishing To Lines And Grades As Direced 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 75 Mm And Maintaining The Same Throghout Curing Period By Any ( Other Method Approved By Engineer In Charge ) ( Intial Lead ) Of 5 . 00 Km For Raw Material Up To Plant Site ) Spec . No . M . O . R . T . And H 2013 Cl-602 P . No . 263 Morth 602 5 . 01- Morth 602 ( Ssr No . 5 . 01 )

INR 575 /-

INR 4.46 Lakhs /-