Providing And Laying Drainage Line At Jaibhavani Chowk Naregaon , Excavation For Foundation / Pipe Trenches In Earth , Soils Of All Types , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking Anc Spreading As Directed , Manual Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete . ( Lift 0 To 1 . 5 M ) ( Bd-A Page No . 259 ) Mjp Dsr 2016-17 I . No . 1 , Excavation For Foundation / Pipe Trenches In Hard Murum And Boulders , W . B . M . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge . Normal Dewatreing , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete . ( Lift 0 To 1 . 5M ) Spec No . Bd . A Page No . 259 Mjp Dsr2016/17 It No . 3 , Providing Isi Standard R . C . C . Pipes In Standard Lengths Of Following Class And Diameter Suitable For Either Collar Joints Or Rubber Ring Joints , Including All Taxes ( Central And Local ) , Inspection Charges , Transport To Departmental Stores/Site , Unloading And Stacking , Etc . Complete . ( Is-458/1988 ) Class Np-Ii With Coller Joints As Per Mjp Dsr 2018-19 300 Mm Dia , Lowering , Laying And Jointing In Proper Grade And Alignment R . C . C . Pipes With Collar Joints In Cm1:1 Proportion Or Socketed R . C . C . Pipes With Rubber Joints ( Excluding Cost Of Rubber Ring Or R . C . C . Collar ) , Including Cost Of Conveyance From Stores To Site Of Works , Cost Of Jointing Material , Labour , Giving Hydraulic Testing , Etc . Complete As Directed By Engineer-In-Charge . ( Is-783/1985 ) 300 Mm Dia , Providing And Constructing On Drainage Line B . B . Masonary Circular Manhole , Concentric Cone 0 . 90 Mtrs . Dia . At Bottom And 0 . 5 Mtrs . Dia At Top And Upto A Depth Of 1 . 50 Mtrs . With 23 Cm Thick Brick Work In C . M . 1 : 6 Prop , With12 Mm Thick . Cement Plaster In 1:4 , With Smooth Rendering , 1:2:4 Coping And Fixing Approved Make And Quality S . F . R . C . Frame And Cover Of 56 Cm Dia Etc . Including All Necessary Excavation & 1:5:10 Bed C . C . Etc All Complete As Directed By Engineer - In -Charge . ( Rebate For Every Decrease In Depth Of 30Cm Orpart There Of Rs . 1639/- Per 30Cm ) , Providing Steel Fibre Reinforcement ( S . F . R . C ) Frame , Cover Heavy Duty/ Medium Duty Of Rectangleor Circular In Shape Of Approved Make Including Loading Unloading , Transportation All Taxes Etc . Completes As Directed By Engineer In Charge ( As Per Sanctioned Rates Of Amc Stores & As Per Mjp Dsr -2015-2016 ) Circular Hd 540/630 Mm With Frames , Transportation Of Surplus Material From Work Site To Any Disposal Place As Directed By The Engineer - In - Charge With A Lead Of 3 . 00 Km Including And Stacking Etc . Complete ( As Per Pwd Dsr 2017-2018 3 Excavated Roack , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipe Line And Then Hard Material In 15 Cm Layers With All Leads And Lfts Including Consolidation , Surcharging , Etc . Complete . ( As Per Mjp Dsr ) , Supplying Hard Murum/ Kankar At The Road Site , Including Conveying And StackingComplete . , Spreading Hard Murum For Side Width Etc . Complete , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voidswith Crushed Sand/Grit , Ramming , Watering Etc . Complete . , 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 Anyother Method Approved By Engineer-In-Charge . ( Using Tre-Mix Method ) , Add Royalty
