Providing And Constructing Road At Ward No . 80 Sachin Mandap To Jijabai Kalovane House Shivaji Colony, TOWN HALL AURANGABAD-Maharashtra

Providing And Constructing Road At Ward No . 80 Sachin Mandap To Jijabai Kalovane House Shivaji Colony , Excavation For Road Way In Earth Soil Of All Types Sand Gravel And Soft Murum Including Dressing Section To The Required Grade Chamber And Side Slop And Covying The Excavated Material With All Lifts And Leads Up To Lead Of 50Mtrs . And Spreading For Embankament Or Stacking As Directed By Mechanical Means Morth 301 . 2 . 1 Morth 309 ( Ssr No: 2 . 11 ) , Transportation Of Surplus Material From Work Site To Any Disposal Place As Directed By The Engineer - In Charge With A Lead Of ----1 . 00---------Km Including And Stracking Etc . Complete . ( As Per Pwd Dsr 2002-2003 ) 25 . 0 . 50 Manuar Or Sludge ( Ssr No . ) , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm Layer Including Filling Voids With Sand/Grit Ramming , Watering Com . Bda 21 . 40 As Directed By Engineer In Charge ( Ssr No:21 . 4 ) , Construction Of Granulair Sub Base By Providing Course Graded Material Mixing In A Mechanical Mix Plant At Omc Carrige Of Mix Material Work Site Spreading In A Uniform Layers With Motor Grader On Prepared Suface And Compacting With Vibratory Power Rolles Achive The Desired Density Comp . As Per Clause 401 Plant Mix Method And Grading Iii Material Morth 401 3 . 02 Morth 202 ( Ssr No . 3 . 02 ) , Providing Laying In Situ M30 Grade Uneinforced Plain Cment Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement Coarse Nad Fine Aggregate Comforming To Is:383 Using Fine And Coarse Aggregrate Combine Gradation As Per Table 600 -3 Morth Specification 2013 Mixed In Batching And Mixing Plant Non Tilting Mixer And Weigh Batcher As Per Spproved Mix Design Snd Mixture Trsanporting To Dit Spreading Laying Compating Finish In A Continious Opration Finishing To Line And Grades As Directed By Engineer In Charge Curuing By Curing Compound /By Providing Cmenet Veta In Ement Mortor 1:8@ 0 . 60X0 . 6M Center Admeuuring 80Mm Of Bottom And 40 Mm At Top With Depth Of 75 Mm And Maintaning The Same Thouht Curing Period By Any Other Method Approved By Engineer In Charge ( Initial Lead Of 5 . 00 Km For Raw Material Up To Plant Site ) Spec No . M . O . R . T . And H 2013 Ci 602 P . N . 263 Morth 602 5 . 01 Mprth 602 ( Ssr No:5 . 01 )

INR 550 /-

INR 8.82 Lakhs /-